Ladakh SOR 2024
New Technologies & Materials rates
166 new technologies & materials items from the Ladakh Public Works (R&B), effective 2024-08-01.
New Technologies & Materials rates in the Ladakh Ladakh Schedule of Rates 2024 run from ₹1.22 to ₹24,589.02. Transcribed from UT of Ladakh, Public Works (R&B) Department — Ladakh Schedule of Rates (LSoR) 2024, Order No.58-LA-PW(R&B) of 2024 dated 24.07.2024, operative from 1 August 2024. Reference only — verify against the official source before pricing a bid.
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166 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 31.1 | Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick,minimum 1800mm length and minimum 100 mm wide, in approved colour, texture and finish, havingPerformance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council(BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of4mm thick expanded polyethylene foam sheets having density 40kg/cum, over prepared surface withnecessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm,wherever required. The Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-bamboowood planks shall have minimum density of 1000 Kg/cum & minimum charge | Sqm | 6,189.21 |
| 31.2 | Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with planks of sizes 14mmthick, 1900mm length (minimum) and 85mm wide(minimum), in approved colour, texture and finish,having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology PromotionCouncil (BMTPC). The skirting shall be fixed with SS screws & rawl plugs, over underlayment of 4mmthick, expanded polyethylene foam sheets having 40kg/cum density over prepared surface. Thebamboowood planks shall have minimum density of 1000Kg/cum & minimum Hardness 1000 Kgf. withEco friendly UV coating, all complete as per direction of the Engineer in-charge | Sqm | 6,072.88 |
| 31.3 | Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks ofsizes 10mm thick, minimum 1800mm length and minimum 100 mm wide, in approved colour, textureand finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & TechnologyPromotion Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos in eachtile to frame work made of second class teak wood of size 20x15 mm in centre of each tile and bottomand top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid overbacklayment of 1.00 mm thick expanded polyethylene foam of density 40kg/cum in two layers, first layeron wall surface before fixing wooden frame and second layer on frame under cladding. Thebamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. withEco friendly UV coating, all complete as per direction of the Engineer in-charge | Sqm | 6,591.92 |
| 31.4 | Providing & fixing in position Phenol bonded Bamboowood panelled or panelled and glazed shutters for doors windows, clerestorey windows with pre-molded minimum 30mm thick planks, in approved colours, texture & finish. It shall have 10mm wide, 25mm deep grove to fit in panels.The bamboo wood shall have minimum density of 1000 Kg/cum, minimum Hardness 1000 Kgf. All styles and rails shall have profiled interlocking system locked in place by bamboo pins, all complete as per direction of Engineer in charge. (The panelling will be paid for separately) | Sqm | 6,439.31 |
| 31.5 | Providing & fixing in position Phenol bonded Bamboo wood panelling of 10mm thick, in 25 to 40 mm thick panelled or panelled & glazed shutters for doors, windows, clerestorey windows, in approved colour, texture & finish. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. The panels shall have profiled interlocking system locked in place with bamboo pins all complete as per direction of the Engineer in-charge. (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) | Sqm | 4,361.69 |
| 31.6A | Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in- Charge | Sqm | 5,897.58 |
| 31.6B | Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge | Metre | 4,826.51 |
| 31.6C | Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board (595x595mm)conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick allaround suitably fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI slotted Teeconnected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of makingconnected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of makingopenings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed allcomplete as per direction of Engineer-in-charge | Sqm | 4,119.53 |
| 31.7 | Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size betweencavity wall, complying with ISO 4898:2008 & ASTM C 578- 08b - type VI, having thermal conductivity of0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed asper ASTM D 1621, density of 34-36 kg/m3 as per ASTM D 1622, water absorptions < 1% by volume as perASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) asper ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 classA, fixed with suitable water based adhesive and fastener, complete in all respect as per the direction of Engineer-in-Charge | Sqm | 1,048.07 |
| 31.8 | Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeckon ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermalconductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of >351 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorptions < 1%by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mmof dia (max) as per ASTM D 3576. Fire retardent property as per DIN 4102, Part 1 of class B2 and as perASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as perthe direction of Engineer-in-Charge | Sqm | 1,131.22 |
| 31.9 | Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) ofapproved shade, quality and make. The profile shall be laminated on both sides, made from rigid foamsheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edgebeading of same shade and colour. The frame shall be fire retardent with necessary screw holdingcapacity. Frame shall be fixed to wall using Expendable Fastner with necesary stainless steel screws, allcomplete as per direction of Engineer-in- charge | Metre | 565.21 |
| 31.10 | Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness ofapproved shade, quality and make, made from rigid foam sheets (Single extruded) having density 601Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall besealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent havingnecessary screw holding capacity. Shutter shall be fixed to frame using approved hinges withnecessary stainless steel screws, all complete as per direction of Engineer-in-charge | Sqm | 6,189.21 |
| 31.11 | Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless steelscrews complete | Each | 135.16 |
| 31.12 | Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 15kN/m in thelongitudinal and transverse direction, with 5kN/m and 7kN/m tensile strength at 2% and 5% strainrespectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with38mm X 38mm mesh opening | Sqm | 527.26 |
| 31.13 | Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTHSPECIFICATION for base/sub-base reinforcement having minimum tensile strength 20kN/m in thelongitudinal and transverse direction, with 7kN/m and 14kN/m tensile strength at 2% and 5% strainrespectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with38mm X 38mm mesh opening | Sqm | 260.44 |
| 31.14 | Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 30kN/m in thelongitudinal and transverse direction, with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strainrespectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with38mm X 38mm mesh opening | Sqm | 380.94 |
| 31.15 | Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 40kN/m in thelongitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength at 2% and 5% strainrespectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with38mm X 38mm mesh opening | Sqm | 517.58 |
| 31.16 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongsidedrains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized bythermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles thatmay also be working as separation or protecting layers. The draining three dimensional core will have a“W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filteringUV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm charecteristicopening size (O90) of 110 micron and tensile strength of 8.0 kN/m that will be working as separation orprotecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 &21 kPa pressure and tensile strength of 18 kN/m, with mass per unit area of 740 gsm, supplied in theform of roll for easy transportation to site of work as per detailed specification all complete as perdirections of Engineer in charge | Sqm | 940.39 |
| 31.17 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongsidedrains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonetcomprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with apolyethylene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flowcapacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m,with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with allleads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer in charge | Sqm | 1,112.53 |
| 31.6D.1 | Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)3mm thickness | Sqm | 2,769.30 |
| 31.6E.1 | Providing and fixing at all height wall panelling with phenol bonded Bamboo Mat board conforming to IS:13958-1995including providing and fixing to frame work made of 50mm x 50mm hardwood plugs including cutting brick workand fixing in cement mortar and making good the wall etc. and also providing and fixing wooden moulded cornerbeading of triangular shape to the junction of panelling etc. with iron screws all complete as per direction ofEngineer-in-Charge9mm thickness | Sqm | 5,144.43 |
| 31.18.1 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 100 kN/m | Sqm | 362.66 |
| 31.6D.2 | Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)4mm thickness | Sqm | 3,147.22 |
| 31.6E.2 | Providing and fixing at all height wall panelling with phenol bonded Bamboo Mat board conforming to IS:13958-1995including providing and fixing to frame work made of 50mm x 50mm hardwood plugs including cutting brick workand fixing in cement mortar and making good the wall etc. and also providing and fixing wooden moulded cornerbeading of triangular shape to the junction of panelling etc. with iron screws all complete as per direction ofEngineer-in-Charge12mm thickness | Sqm | 5,846.06 |
| 31.18.2 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 150 kN/m | Sqm | 379.87 |
| 31.6D.3 | Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)6mm thickness | Sqm | 3,738.76 |
| 31.18.3 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 200 kN/m | Sqm | 603.65 |
| 31.6D.4 | Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)9mm thickness | Sqm | 4,708.21 |
| 31.18.4 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 250 kN/m | Sqm | 620.87 |
| 31.6D.5 | Providing and fixing at Bamboo Mat board conforming to IS:13958-1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)12mm thickness | Sqm | 5,409.84 |
| 31.18.5 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 300 kN/m | Sqm | 638.08 |
| 31.18.6 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 350 kN/m | Sqm | 655.29 |
| 31.18.7 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 400 kN/m | Sqm | 295.37 |
| 31.18.8 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 500 kN/m | Sqm | 879.08 |
| 31.18.9 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 600 kN/m | Sqm | 965.15 |
| 31.18.10 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 700 kN/m | Sqm | 1,118.90 |
| 31.18.11 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 800 kN/m | Sqm | 1,266.39 |
| 31.18.12 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 900 kN/m | Sqm | 1,481.56 |
| 31.18.13 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 1000 kN/m | Sqm | 1,653.70 |
| 31.18.14 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 1100 kN/m | Sqm | 1,749.44 |
| 31.18.15 | Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcementas per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating withMinimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degreeCelcius corresponding to 12% strainUltimate tensile strength- 1200 kN/m | Sqm | 1,835.51 |
| 31.19.1 | Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/selftapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal, verticalor curved surfaces i/c cutting to size and shape where required as per specifications, detail drawingsand direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour,scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost ofpurlins, rafters and trusses0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm | Sqm | 1,153.56 |
| 31.19.2 | Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/selftapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal, verticalor curved surfaces i/c cutting to size and shape where required as per specifications, detail drawingsand direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour,scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost ofpurlins, rafters and trusses0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm | Sqm | 1,461.80 |
| 31.25 | Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicatereinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, designand patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Lightreflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:477(part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,intrue horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixedaccording to tile size as per direction of Engineer-in-charge | Sqm | 1,642.61 |
| 31.28.1 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges,making square shoulders of cavities including cleaning the exposed concrete surface and reinforcementwith wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction ofEngineer-In-Charge75mm average thickness | Sqm | 3.61 |
| 31.28.2 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges,making square shoulders of cavities including cleaning the exposed concrete surface and reinforcementwith wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction ofEngineer-In-Charge50mm average thickness | Sqm | 2.44 |
| 31.28.3 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges,making square shoulders of cavities including cleaning the exposed concrete surface and reinforcementwith wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction ofEngineer-In-Charge25 mm average thickness | Sqm | 1.22 |
| 31.29.1 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface byusing alkaline chemical rust remover of approved make with paint brush and removing loose particlesafter 24 hours of its application with wire brush and thoroughly washing with water and allowing it todry, all complete as per direction of Engineer-In-ChargeBars upto 12 mm diameter | Metre | 224.03 |
| 31.29.2 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface byusing alkaline chemical rust remover of approved make with paint brush and removing loose particlesafter 24 hours of its application with wire brush and thoroughly washing with water and allowing it todry, all complete as per direction of Engineer-In-ChargeBars above 12 mm diameter | Metre | 224.03 |
| 31.31.1 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as perspecifications and direction of Engineer-In-charge complete in all respectSBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm ofsurface area mixed with specified proportion of approved polymer | Sqm | 162.06 |
| 31.31.2 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as perspecifications and direction of Engineer-In-charge complete in all respectEpoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 439.06 |
| 31.32.2 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportionof 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as perspecifications and directions of Engineer-in-charge12 mm average thickness | Sqm | 399.92 |
| 31.32.2 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportionof 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as perspecifications and directions of Engineer-in-charge25 mm average thickness in 2 layers | Sqm | 399.92 |
| 31.32.3 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportionof 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as perspecifications and directions of Engineer-in-charge50 mm average thickness in 3 layers | Sqm | 1,261.44 |
| 31.33.1 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used)modified plain/reinforced cement concrete for structural members having minimum characteristiccompressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mmmaximum size in proportion as per design criteria] with specified average thickness50mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 752.61 |
| 31.33.2 | Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used)modified plain/reinforced cement concrete for structural members having minimum characteristiccompressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mmmaximum size in proportion as per design criteria] with specified average thickness75mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 1,769.33 |
| 31.34.1 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used)plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc withconcrete having the specified minimum characteristic compressive strength [with ordinary portlandcement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per designcriteria] with specified average thickness all-round existing core of RCC member50mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 1,073.17 |
| 31.34.2 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used)plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc withconcrete having the specified minimum characteristic compressive strength [with ordinary portlandcement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per designcriteria] with specified average thickness all-round existing core of RCC member75mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 2,858.00 |
| 31.34.3 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used)plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc withconcrete having the specified minimum characteristic compressive strength [with ordinary portlandcement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per designcriteria] with specified average thickness all-round existing core of RCC member100mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 868.38 |
| 31.35.1 | Providing and injecting approved grout in proportion recommended by the manufacturer intocracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure includingcutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout injected.)Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurrymade with non shrink compound in concrete/RCC work | KG | 143.65 |
| 31.35.2 | Providing and injecting approved grout in proportion recommended by the manufacturer intocracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure includingcutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout injected.)Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with ShrinkageCompensating Cement in concrete/RCC work | KG | 872.63 |
| 31.35.3 | Providing and injecting approved grout in proportion recommended by the manufacturer intocracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure includingcutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout injected.)Epoxy injection grout in concrete/RCC work of approved make | KG | 872.63 |
| 31.36.1 | Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-chargeWooven PVC cloth | KG | 97.72 |
| 31.37 | Cleaning of exposed concrete surface of sticking material including loose and foreign material by sandblasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge | Sqm | 280.74 |
| 31.38.1 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete havingthe specified minimum characteristic compressive strength [with ordinary portland cement, coarse sandand graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including thecost of centering and shuttering at edges and corners etc. as directed by Engineer- in- Charge25mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 808.92 |
| 31.38.2 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete havingthe specified minimum characteristic compressive strength [with ordinary portland cement, coarse sandand graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including thecost of centering and shuttering at edges and corners etc. as directed by Engineer- in- Charge50mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 1,314.98 |
| 31.38.3 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete havingthe specified minimum characteristic compressive strength [with ordinary portland cement, coarse sandand graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including thecost of centering and shuttering at edges and corners etc. as directed by Engineer- in- Charge75mm thick in Grade M 25 with cement content not less than 330 kg per cum | Sqm | 1,885.38 |
| 31.39 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crackline including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm atrequired spacing and making the hole & crack dust free by blowing compressed air, sealing the distancebetween injection nipple with adhesive chemical of approved make and allow it to cure complete as perdirection of Engineer-In-Charge | Each | 244.95 |
| 31.40 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wiremesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear keywelded with existing reinforcement including the cost of materials, labour, tool & plants as approved byEngineer-in- charge | Sqm | 6,439.31 |
| 31.43.1 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plasterboard conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / tapingscrews / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mmthick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fibermesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid forseparatelyCement Fiber Board 8 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) | Sqm | 3,683.18 |
| 31.43.2 | Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mm thick gypsum plasterboard conforming IS 2095:2011 fixed on cement board as per standard sizes fixed with self-drilling / tapingscrews / fasteners @ 60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mmthick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to be done using fibermesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid forseparatelyCement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as per IS:14276: 1996 | Sqm | 3,645.62 |
| 31.44 | Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiberboard as per National Building Code 2009 complete as per direction of Engineer-in-charge | Sqm | 372.29 |
| 31.45.1 | Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge oflength varying from 25 to 45 mmCement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) | Sqm | 1,442.31 |
| 31.45.2 | Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge oflength varying from 25 to 45 mmCement Bonded particle board 8 mm thick (Termite, Fire & Moisture Resistance), as per IS:14276: 1996 | Sqm | 1,235.74 |
| 31.46 | Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene Core (EPS Core) wallpanels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric meshduly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia G.I.wire mesh with 50 mm pitch in both the directions and on both faces of the wall, kept at 120-135 mm gapand connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20 kg/ per cum.Both the outer faces of the panel shall be finished by applying the layer of 50 mm thick cement mortar1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} A with the helpof shotcreting/guniting equipment etc at a pressure not less than 1 bar (100Kn/m2) and both surfacesfinished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawingsfinished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawingsand specifications and under the overall direction of the Engineer-in- charge | Sqm | 4,824.24 |
| 31.47 | Providing and fixing in position, 230mm thick factory made Expanded Polystyrene Core (EPS Core)roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on bothfaces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternaterow by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPSof density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layerof 60-65 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chipsof size upto 6 mm)} A with the help of shotcreting equipment etc at a pressure of not less than 1 bar(100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished byapplying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1 cement:1.5 coarse sand: 3 graded stoneaggregate 20 mm nominal size). Fixing operations of roof/floor panels shall be completed in all respectas per drawings and specifications and under the overall direction of the Engineer-in-charge | Sqm | 5,983.90 |
| 31.48 | Providing and fixing of customized Aluminium form work for monolithic construction on RCC memberswith repetitive usage made up of aluninium sheets/plates of minimum 4mm thickness and grade 6062(Type-6). The formwshaped brackets braced diagonally at 0.90 to 1.00 mtr. centre to centre on extrenal wall face just the levelork comprises of (a) wall panel, roccker, kickerand internal soffit corner, externalsoffit corner, external corner, internal corner etc., (b) beam components i.e, beam side panel prop headfor soffit beam, beams soffit panel, beam soffit bulk head and (c) deck components i.e. deck panel, deckprop, prop length, deck mid, soffit length, deck beam bar. The panels are held in position by a simple pinand wedge system that passes thorugh holes in the out side rib of each panel. The tolerance of finishedpanel shall not be less than (-1 mm) and shall conform to IS 14987-1999. Pins and wedges to be made ofhigh grade hot dipped galvansied mild steel | Sqm | 546.01 |
| 31.50.1 | Providing and fixing in position factory made non asbestos fibre reinforced aerated cement sandwich wall/roof/floorlight weight solid core panels made of light weight cement concrete core composed of OPC cement, pulverizedflyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould. The outerface on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000. These solidwall panels are installed using Galvanized iron steel tracks/C channel of 1mm thick of required sizes asrecommended by manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel screw/fasteners.The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified jointingcompound. The exposed surface finished with fibre mesh/glass fibre tape with polymer based jointing compoundhaving superior flexibility. Panels should be used as floor & roofing with additional structural support, steel or RCCdepending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturersspecifications and under the overall direction of Engineer-in- Charge (Cost of all the material is included except"tracks/C channel" which will be paid separately)Non load bearing panels 50mm thick of required size (minimum 4mm thick fibre cement board) | Sqm | 1,677.22 |
| 31.50.2 | Providing and fixing in position factory made non asbestos fibre reinforced aerated cement sandwich wall/roof/floorlight weight solid core panels made of light weight cement concrete core composed of OPC cement, pulverizedflyash, quick lime, cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould. The outerface on both sides of the panels will be non asbestos fibre cement board confirming to IS 14862:2000. These solidwall panels are installed using Galvanized iron steel tracks/C channel of 1mm thick of required sizes asrecommended by manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel screw/fasteners.The panel shall be fixed vertically with tongue & groove joint with cement based polymer modified jointingcompound. The exposed surface finished with fibre mesh/glass fibre tape with polymer based jointing compoundhaving superior flexibility. Panels should be used as floor & roofing with additional structural support, steel or RCCdepending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturersspecifications and under the overall direction of Engineer-in- Charge (Cost of all the material is included except"tracks/C channel" which will be paid separately)Non load bearing panels 75mm thick of required size (minimum 5mm thick fibre cement board) | Sqm | 1,952.07 |
| 31.51 | Supplying of standard quality GFRG panel of 124 mm thickness with modular cavities purchased from GFRGpanel manufacturing plant in the country, cut to required wall sizes and floor/ roof slab sizes in correct lengthand height, including cutting of door, window and ventilator opening as per the cutting drawing prepared byarchitects /design engineers for the construction of GFRG building and loaded in stillages for transportation tothe construction site. Cost of panel includes security deposits, hire charges of stillages & jaws, cost oftransportation in trucks/ lorries without any damages upto 300kms including all leads and lifts from be made on the basis of area of one side of panel without reduction of opening of door/ window / ventilator).GFRGmanufacturing plant to construction site and unloading at site using suitable fork lift/ crane. (Payment shallFor transportation above 300kms, additional charges to be paid | Sqm | 166.35 |
| 31.52 | Erection of GFRG Panels in walls in all floors using suitable crane as per instructions of Engineer-in-Charge, asper cutting drawings and structural drawings, in perfect line and plumb, above RCC plinth beam/GFRG panelbelow and provide necessary lateral/ slanting support to keep the wall panel in safe position, providing &tieing of Reinforcement as per structural drawings and applying a coat of water repellant coatingZycosil/equivalent or equivalent product (1 Zycosil/equivalent compound:10 water) to saturation level overRCC plinth beam to provide water proofing treatment to joint between wall panel & plinth beam as per theguide lines / instruction by the engineer in charge. (Cost of reinforcement, water proofing of walls and plinthbeam/GFRG panel below joints and installation of door/ window frames before filling of concrete shall bepaid separately). The rate quoted shall include making provision for laying of lintels, beams, sunshades,staircase beams, lofts, plumbing work, electrical conduits and any structural insertion etc., as per the drawingand direction of the engineer in charge. The payment shall be made based on the actual exposed area (oneside only) of the panel.The work shall be carried out as per the Special Conditions For Glass Fibre Reinforced Gypsum (GFRG)Structures mentioned in NIT | Sqm | 342.65 |
| 31.54 | Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable crane as per instructions ofEngineer-in-Charge, including providing support system with 25mm x 300mm-400 mm wide plywood, asrunner with proper prop below proposed micro beams including (a) Cutting of top flange of panel to 180 mm wide (leaving 25mm projection on either side) to provide RCCembedded micro beam as per cutting drawings and structural drawings. (b) Reinforcement for micro beams and tie beams to be provided in position with proper anchorage as perstructural drawings. (d) Concreting of Tie beam, micro beam and top of GFRG panels (50 mm thick) with M-25 cement concretemix using coarse aggregate of size less than 20 mm including laying of 10 gauge 100x100 size weld mesh with26 mm effective cover from the panel top | Sqm | 365.40 |
| 31.55 | Supplying and fixing 10 Gauge weld mesh of size 100mm x100 mm for floor/roof slab concrete screed over themicro beams as reinforcement. The weld mesh shall be fixed as per drawing | Sqm | 322.82 |
| 31.56 | Application of ZMB 60/equivalent solution (100 Kg ZMB 60/equivalent, 1 litre ZMB Nano Thinner, 20 litrewater & 1 Litre Zycoprime/equivalent = 122 litre/kg) over already applied coat of Zycosil/equivalent &Zycoprime/equivalent solution on the top of all the RCC plinth beams by brush/spray coat before erection ofGFRG over RCC plinth beams in GF. In the case of upper floors 150 mm wide on floor slab for all the externalwalls, bath/toilet/wet areas (3 hrs drying time) before erection of wall panel on upper floors includingerection of parapet wall | Sqm | 375.11 |
| 31.57 | After erection of GFRG wall panels, seal all GFRG wall joints with paper tape temporarily. Water proofingtreatment of vertical joints with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 21litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) with 50 mlsyringe till the gap and in filled concrete is completely saturated. After removing the paper seal, seal off thevertical joints with water proofing material "Grout RW/equivalent " (Sealing cost excluded.) | Metre | 105.92 |
| 31.58 | Filling of joints between RCC plinth beam / floor slab and wall panel of external walls, toilet / bath room / wetareas walls on all floor and parapet wall over roof slab, stair case head room at the time of erection of GFRGpanels with Grout RW/equivalent sealant compound after the erection of panel before the infill of concretein panel cavities and fine finish. This applies for all horizontal and vertical joints between GFRG wall and slabpanels | Metre | 50.24 |
| 31.59 | Water proofing treatment of Vertical joints (of external side and internal side) between door frame, window& ventilator frames (on all four sides) of outer wall over the Zycosil/equivalent & Zycoprime/equivalentsolution already applied (before the installation of door / window / ventilator frames in position) and finefinish with Grout RW/equivalent | Metre | 135.23 |
| 31.60 | Water proofing treatment of RCC sunshade with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total24 litres)) till it meets the saturation level and testing as per RILEM or by water drops test in which waterdrops do not absorb but drops remain or rolls | Metre | 164.86 |
| 31.61 | In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external side) in all floors by pushingin Grout RW/equivalent in paste form and coving 20 mm x 20 mm after applying a coat of Zycosil/equivalent& zycoprime/equivalent solution before cement plastering of top, bottom and sides of RCC sunshade | Metre | 135.23 |
| 31.62 | Designing, Providing, installing and fixing factory finished customed design pregalvanized high tensile steeljoists manufactured from G350 Z275 confirming to IS:277-1992, minimum coating of galvanizing 275 gm/sqm,minimum yield stress 35 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support theload of slab etc as per the design & directions of Engineer-in-Charge | KG | 194.62 |
| 31.63 | Providing and fixing special adjustable lockbars of mild steel E-250 to support the temporary plywood forwork between joists during construction as per design & directions of the Engineer-in-charge | KG | 25.60 |
| 31.64.1 | Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal ofform at all heights. Plywood will be supported on lock barsSuspended floors, roofs, landings, balconies and access platform | Sqm | 32.18 |
| 31.65 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1993used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trimcovered with concrete. This metal deck will be supported on structural steel beam with shear studs.(Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paidseparately) | Sqm | 2,166.06 |
| 31.66 | Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panelsconsisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finishedwith shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated G.I. wiremesh with 50 mm pitch in both the directions and on both faces of the wall and connected by GI wire of 3mmdia at alternate row by welding. The EPS core shall consist of 60 mm thick EPS of density not less than 16 kg/per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cementmortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} with the helpof shotcreting/guniting equipment etc at a pressure not less than 1 bar (100KN/m2) and both surfacesfinished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings andspecifications and under the overall direction of the Engineer-in-charge | Sqm | 3,241.82 |
| 31.67 | Providing and fixing of external thermal insulation and composite system with First layer of self-extinguishingtype Expanded Polystyrene (EPS) insulation boards of 120 mm thick (max 1mX0.5m section), confirming to IS4671:1984, having thermal conductivity of 0.034 W/mK, (measured as per IS 3346-1980), density of 20-25kg/m3 measured as per IS 5688-1982, Fire retardant property self- extinguishing type as per EN 13501-1,bonded with special polymer modified cementitious adhesive confirming to EOTA ETAG 004 (EuropeanTechnical Approval) formulated to bond polystyrene insulation boards to typical mineral substrate (accordingto ETAG 004) and Polypropylene mechanical fasteners with plastic pin confirming to EOTA ETAG 015(European Technical Approval) having dia 10mm & L=200mm on finished level wall and the junction betweentwo adjacent EPS boards to be sealed with low expansion moisture cure Polyurethane Foam. Second layerconsists of Fiberglass mesh covered with alkali-resistant coating, mass per unit area >145 gm/m2, mesh size:consists of Fiberglass mesh covered with alkali-resistant coating, mass per unit area >145 gm/m2, mesh size:3.9x4.0 mm ±10% embedded in special polymer modified cementitious Base Coat with hydrophobes and thecorners will be protected with Corner-beads with alkali- resistant mesh wings at least 10 cm wide, mesh massper unit area min 145 gm/m2. The surface will be levelled, finished, made smooth complete in all respect asper manufactures specification and as per directions of Engineer-in- Charge | Sqm | 4,471.13 |
| 31.68.1 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth inCement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 6,715.49 |
| 31.69.1 | Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made ofC&D waste from approved manufacturer in superstructure above plinth level up to floor V levelCement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 8,968.92 |
| 31.70.1 | Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thicknessof grade M10 made of C&D waste from approved manufacturer in foundation and plinth inCement mortar 1:4(1 cement: 4 coarse sand) | Sqm | 828.79 |
| 31.71.1 | Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thicknessof grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up tofloor V levelCement mortar 1:4 (1 cement: 4 coarse sand) | Sqm | 1,012.37 |
| 31.72 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour ofM -30 grade made of C&D waste by block making machine with vibratory compaction laid in required patternand including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. allcomplete as per the direction of Engineer-in-charge | Sqm | 780.35 |
| 31.73.1.1 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)100 mm thick hollow core slab | Metre | 1,658.20 |
| 31.73.1.2 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)120 mm thick hollow core slab | Metre | 1,944.66 |
| 31.73.1.3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)150 mm thick hollow core slab | Metre | 2,374.32 |
| 31.73.1.4 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)200 mm thick hollow core slab | Metre | 2,901.27 |
| 31.73.1.5 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)250 mm thick hollow core slab | Metre | 3,570.08 |
| 31.73.1.6 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)300 mm thick hollow core slab | Metre | 4,238.89 |
| 31.73.1.7 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)350 mm thick hollow core slab | Metre | 4,907.70 |
| 31.73.1.8 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Concrete Grade-M-40 (cement content 400 kg)400 mm thick hollow core slab | Metre | 5,576.51 |
| 31.73.2.1 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40100mm thick hollow core slab | Metre | 42.06 |
| 31.73.2.2 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40120mm thick hollow core slab | Metre | 50.47 |
| 31.73.2.3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40150mm thick hollow core slab | Metre | 63.09 |
| 31.73.2.4 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40200mm thick hollow core slab | Metre | 78.51 |
| 31.73.2.5 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40250mm thick hollow core slab | Metre | 98.14 |
| 31.73.2.6 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40300mm thick hollow core slab | Metre | 117.77 |
| 31.73.2.7 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40350mm thick hollow core slab | Metre | 148.68 |
| 31.73.2.8 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately) — Extra for using M-50 (Cement content 425 kg) instead of M-40400mm thick hollow core slab | Metre | 157.02 |
| 31.73.3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)Extra for using M-60 (Cement content 440 kg) instead of M-40, 100mm thick hollow core slab | Metre | 67.30 |
| 31.73.3.2 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)120mm thick hollow core slab | Metre | 80.69 |
| 31.73.3.3 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)150mm thick hollow core slab | Metre | 100.94 |
| 31.73.3.4 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)200mm thick hollow core slab | Metre | 125.56 |
| 31.73.3.5 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)250mm thick hollow core slab | Metre | 157.02 |
| 31.73.3.6 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)300mm thick hollow core slab | Metre | 188.49 |
| 31.73.3.7 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)350mm thick hollow core slab | Metre | 218.89 |
| 31.73.3.8 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of differentthickness & modular width 1200 mm in Controlled Factory Environment with approvedmethodology confirming to IS 10297:1982 by using long line casting method having arrangement ofproper steel bed. Concreting should be done by batch mixing plant capable of producing zero slumpconcrete, transported through automatic shuttels of standard make & layed on bed with the help ofextruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, makingnecessary cutout/holes of required sizes for services in slab element after achieving requiredstrength, yard handling & stacking all complete as per approved shop drawings & design mix as perthe direction of the Engineer-in-charge. (Cost of strands should be paid separately)400mm thick hollow core slab | Metre | 251.27 |
| 31.74.1 | Fabrication and manufacturing of solid precast concrete element with provisions of shearkeys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs,stairs, column etc, of various thickness, shape and size of different concrete gradesmanufactured in controlled factory environment with approved methodology includingmoulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beammoulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting andplacing of concrete, vibrating, curing, finishing, making necessary cutout/holes of requiredsizes for services, yard handling & stacking all complete as per IS 11447:1985 and as perapproved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost ofreinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately)Concrete grade M-35 (Cement content 370 kgs) | Cum | 24,589.02 |
| 31.74.2 | Fabrication and manufacturing of solid precast concrete element with provisions of shearkeys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs,stairs, column etc, of various thickness, shape and size of different concrete gradesmanufactured in controlled factory environment with approved methodology includingmoulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beammoulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting andplacing of concrete, vibrating, curing, finishing, making necessary cutout/holes of requiredsizes for services, yard handling & stacking all complete as per IS 11447:1985 and as perapproved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost ofreinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately)Extra for using M-40 (Cement content 400 kg) instead of M-36 | Cum | 501.65 |
| 31.74.3 | Fabrication and manufacturing of solid precast concrete element with provisions of shearkeys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs,stairs, column etc, of various thickness, shape and size of different concrete gradesmanufactured in controlled factory environment with approved methodology includingmoulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beammoulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting andplacing of concrete, vibrating, curing, finishing, making necessary cutout/holes of requiredsizes for services, yard handling & stacking all complete as per IS 11447:1985 and as perapproved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost ofreinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately)Extra for using M-50 (Cement content 425 kg) instead of M-36 | Cum | 1,028.14 |
| 31.74.4 | Fabrication and manufacturing of solid precast concrete element with provisions of shearkeys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs,stairs, column etc, of various thickness, shape and size of different concrete gradesmanufactured in controlled factory environment with approved methodology includingmoulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beammoulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting andplacing of concrete, vibrating, curing, finishing, making necessary cutout/holes of requiredsizes for services, yard handling & stacking all complete as per IS 11447:1985 and as perapproved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost ofreinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately)Extra for using M-60 (Cement content 440 kg) instead of M-36 | Cum | 1,308.54 |
| 31.75 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow corebed by using mechanical pulling arrangement like Rabbit/ Bed master including allaccessories for Stressing & destressing operations as per approved make conforming toIS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in-charge | KG | 185.00 |
| 31.76.1 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Lengthwith proper accessories like A frame etc) from factory, including the cost of loading,unloading & stacking at site with the help of required capacity cranesLead within 15km | Metre | 644.25 |
| 31.76.2 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Lengthwith proper accessories like A frame etc) from factory, including the cost of loading,unloading & stacking at site with the help of required capacity cranesAdd/Deduct over item 26.76.1 for every additional lead of 5 km | Metre | 142.09 |
| 31.77.1 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final positionwith proper line level and plumb at site making all arrangements (i.e cranes, push-pulljacks & all another T & P for lifting Placing & Alignment of elements, within erectiontolerance as per IS 15916 as per approved shop drawings and all complete as per thedirection of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout andsteel works i.e hangers. All work up to fifth floorPrestressed hollow core Slab up to 200 mm thickness | Sqm | 203.75 |
| 31.77.2 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final positionwith proper line level and plumb at site making all arrangements (i.e cranes, push-pulljacks & all another T & P for lifting Placing & Alignment of elements, within erectiontolerance as per IS 15916 as per approved shop drawings and all complete as per thedirection of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout andsteel works i.e hangers. All work up to fifth floorPrestressed hollow core slab above 200 mm up to 400 mm. thickness | Sqm | 350.61 |
| 31.77.3 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final positionwith proper line level and plumb at site making all arrangements (i.e cranes, push-pulljacks & all another T & P for lifting Placing & Alignment of elements, within erectiontolerance as per IS 15916 as per approved shop drawings and all complete as per thedirection of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout andsteel works i.e hangers. All work up to fifth floorSolid concrete wall elements | Cum | 2,758.37 |
| 31.78.1 | Providing & Applying weather proof sealant on outer joints of approved make confirmingto IS & directed by Engineer-in-chargeSealant 25mmx10mm at joints | Metre | 268.13 |
| 31.79.1 | Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of PVC /Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge2mm thick | Each | 30.36 |
| 31.79.2 | Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of PVC /Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge5 mm thick | Each | 38.90 |
| 31.79.3 | Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of PVC /Rubber to adjust level of bearing surface of supporting members as per the direction of Engineer in charge10 mm thick | Each | 55.97 |
| 31.80.1 | Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-61grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing/pump),curing etc. Complete as per directions of Engineer-in- charge. (The payment shallbe made on the basis of actual weight of approved grout injected.)Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shearkeys / Joints of precast members | KG | 111.74 |
| 31.81 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knittedon warp knitting machines having density construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding100grams/sqm and shading coefficient minimum 75% around thepipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall bemade for providing Scaffolding net from start of work till completion of work including shifting if any. TheScaffolding net shall be the property of the contractor on completion of the work) | Sqm | 46.99 |
| 31.82 | Providing and laying rigid EPS (cellular plastic material) blocks conforming to ASTM standards/specifications ofminimum density 21.60 Kg/cum on floors, steps, stage etc. of required size and shape as per direction of the- The EPS blocks shall be cut to required shape and sizes including cuttings for passing of services, joinedtogether with synthetic resin adhesives as per relevant specifications and packed/placed in position for steppedfloor or platform formation. The top and sides surfaces to be provided with GI woven wire mesh of aperture 5.46mm (with wire dia 0.90 mm) secured to EPS blocks with wire pins/clips. Horizontal top surface to be providedwith 20 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate upto 6mmchippings) and vertical surface to be provided with 12mm cement plaster 1:4 (1 cement: 4 coarse sand). Theconcrete/plastered surfaces so prepared shall be scratched with wire brushes to form burrs, so as to act as basefor flooring or veneering/panelling to be done later as per approved design (which shall be paid for separately complete as per direction of the Engineer-in-Charge | Sqm | 2,250.64 |
| 31.83 | Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos,sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include thefollowing:- The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standardfinishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concreteby the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the finalfloating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping orthe said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes toachieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a timeand tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for theremaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plasticstage of setting | Sqm | 913.89 |
| 31.84.5 | Uni Axial Woven polyster geogrid of minimum tensile strength 120KN/m in the Longitudinal direction and 31KN/m in the Transverse direction | Sqm | 416.43 |
| 31.84.6 | Uni Axial Woven polyster geogrid of minimum tensile strength 150KN/m in the Longitudinal direction and 31KN/m in the Transverse direction | Sqm | 515.02 |
| 31.84.7 | Uni Axial Woven polyster geogrid of minimum tensile strength 200KN/m in the Longitudinal direction and 31KN/m in the Transverse direction | Sqm | 572.92 |
| 31.84.8 | Uni Axial Woven polyster geogrid of minimum tensile strength 250KN/m in the Longitudinal direction and 31KN/m in the Transverse direction | Sqm | 727.14 |
| 31.84.9 | Uni Axial Woven polyster geogrid of minimum tensile strength 300KN/m in the Longitudinal direction and 30 KN/m in the Transverse direction | Sqm | 834.69 |
| 31.85.1 | Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MORTH 3100 and IRC113, as soilreinforcement/basal reinforcement of granular road base and sub base, area stalilization, track bed stabilization,load transfer platforms Including accessories like tie-strips, nuts & bolts and loops/lugs for joining reinforcingelements with the facia pannels, overlaps and other protective elements for synthetic geo-grids and all other activities required etc. complete as per design requirements, manufacturer specifications and as per direction ofengineer-in- chargeBi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both Longitudinal and Transversedirection | Sqm | 204.28 |
| 31.85.2 | Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MORTH 3100 and IRC113, as soilreinforcement/basal reinforcement of granular road base and sub base, area stalilization, track bed stabilization,load transfer platforms Including accessories like tie-strips, nuts & bolts and loops/lugs for joining reinforcingelements with the facia pannels, overlaps and other protective elements for synthetic geo-grids and all other activities required etc. complete as per design requirements, manufacturer specifications and as per direction ofengineer-in- chargeBi Axial Woven polyster geogrid of minimum tensile strength 40KN/m in both Longitudinal and Transversedirection | Sqm | 405.76 |
| 31.85.3 | Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MORTH 3100 and IRC113, as soilreinforcement/basal reinforcement of granular road base and sub base, area stalilization, track bed stabilization,load transfer platforms Including accessories like tie-strips, nuts & bolts and loops/lugs for joining reinforcingelements with the facia pannels, overlaps and other protective elements for synthetic geo-grids and all other activities required etc. complete as per design requirements, manufacturer specifications and as per direction ofengineer-in- chargeBi Axial Woven polyster geogrid of minimum tensile strength 60KN/m in both Longitudinal and Transversedirection | Sqm | 352.42 |
| 31.86.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-61(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxicadditives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solventcement and screwed with full body threaded star headed SS screws having minimum frame density of 751kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 59N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with propertyof being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.Shold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profileshall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on thisaccount shall be madeFrame size 45 x 70 mm | Metre | 693.08 |
| 31.86.2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-61(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxicadditives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solventcement and screwed with full body threaded star headed SS screws having minimum frame density of 751kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 59N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with propertyof being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.Shold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profileshall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on thisaccount shall be madeFrame size 45 x 85 mm | Metre | 910.75 |
| 31.86.3 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-61(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxicadditives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solventcement and screwed with full body threaded star headed SS screws having minimum frame density of 751kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 59N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with propertyof being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.Shold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profileshall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on thisaccount shall be madeFrame size 50 x 100 mm | Metre | 932.09 |
| 31.86.4 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-61(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxicadditives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solventcement and screwed with full body threaded star headed SS screws having minimum frame density of 751kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 59N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with propertyof being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.Shold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profileshall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on thisaccount shall be madeFrame size 50 x 125 mm | Metre | 1,062.97 |
| 31.86.5 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-61(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxicadditives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solventcement and screwed with full body threaded star headed SS screws having minimum frame density of 751kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 59N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with propertyof being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.Shold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profileshall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on thisaccount shall be madeFrame size 65 x 100 mm | Metre | 1,089.70 |
| 31.86.6 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-61(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxicadditives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solventcement and screwed with full body threaded star headed SS screws having minimum frame density of 751kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 59N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with propertyof being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.Shold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profileshall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on thisaccount shall be madeFrame size 65 x 125 mm | Metre | 1,360.30 |
| 31.86.7 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) soliddoor/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-61(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxicadditives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solventcement and screwed with full body threaded star headed SS screws having minimum frame density of 751kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 59N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with propertyof being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S holdfast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.Shold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profileshall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on thisaccount shall be made26.86.7 Frame size 65 x 150 mm | Metre | 1,614.95 |
| 31.87.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutterof required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for101 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N(Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spreadof flame of Class A category with property of being termite/borer proof, water/moisture proof and fireretardant and fixing with stainless steel butt hinges of required size with necessary full body threaded starheaded counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges andnecessary S.S screws shall be paid separately)30 mm thick | Sqm | 4,313.63 |
| 31.87.2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutterof required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for101 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N(Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spreadof flame of Class A category with property of being termite/borer proof, water/moisture proof and fireretardant and fixing with stainless steel butt hinges of required size with necessary full body threaded starheaded counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges andnecessary S.S screws shall be paid separately)35 mm thick | Sqm | 4,966.62 |
| 31.88.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flushdoor shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calciumcarbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicityindex of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N(Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 andresistance to spread of flame of Class A category with property of being termite/borer proof, water/moistureproof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved designpasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required sizewith necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)30 mm thick | Sqm | 4,716.31 |
| 31.88.2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flushdoor shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calciumcarbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicityindex of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N(Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 andresistance to spread of flame of Class A category with property of being termite/borer proof, water/moistureproof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved designpasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required sizewith necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)35 mm thick | Sqm | 5,369.30 |
| 31.89.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side whitecolor and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pastedwith hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizescomprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (woodpowder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) havingminimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class Acategory with property of being termite/borer proof, water/moisture proof and fire retardant and fixing withstainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threadedstar headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel pianohinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately)18 mm thick | Sqm | 2,968.32 |
| 31.89.2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side whitecolor and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pastedwith hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizescomprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (woodpowder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) havingminimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class Acategory with property of being termite/borer proof, water/moisture proof and fire retardant and fixing withstainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threadedstar headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel pianohinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately)25 mm thick | Sqm | 3,854.63 |
| 31.90.1 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain white color boardfor backing of cup boards and bathroom/kitchen cabinets etc. of required size comprising of virgin polymer of Kvalue 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk)and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum andscrew withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2,modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of beingtermite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as perdirection of Engineer-In- Charge. (Note: stainless steel screws shall be paid separately)6 mm thick | Sqm | 1,081.25 |
| 31.90.2 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain white color boardfor backing of cup boards and bathroom/kitchen cabinets etc. of required size comprising of virgin polymer of Kvalue 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk)and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum andscrew withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2,modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of beingtermite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as perdirection of Engineer-In- Charge. (Note: stainless steel screws shall be paid separately)12 mm thick | Sqm | 1,691.56 |
| 31.91 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain whitecolour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which aremachine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-61additives(maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screwwithdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 851N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof,water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm squarehollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 mor as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as perdirection of Engineer-In- Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paidseparately | Sqm | 3,359.01 |
Other chapters in this schedule
- Earth work (40)
- Concrete Work (59)
- Reinforced Cement Concrete (106)
- Masonary Work (50)
- Stone Work (43)
- Cladding Work (49)
- Wood and PVC Work (342)
- Steel Work (53)
- Flooring Work (110)
- Roofing Work (123)
- Finishing Work (134)
- Repairs to Building (82)
- Dismantling and Demolishing (60)
- Road Work (121)
- Sanitary Installations (210)
- Water Supply (399)
- Drainage (68)
- Pile Work (31)
- Aluminium Work (33)
- Water Proofing (25)
- River and Canal Protection Work (8)
- Canal Lining Works (31)
- Slip Clearance (5)
- Rain Water Harvasting and Tube Wells (37)
- Conservation Of Heritage Building (7)
- Horticulture and Land Scaping (31)
- Structural Glazing Aluminium Composit Panel (5)
- Special Items for Ladakh (21)
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