Rajasthan SOR 2025-26
Road Works: Additional Items rates
101 road works: additional items items from the Rajasthan PWD (Roads & Bridges), effective 2025-04-01.
Road Works: Additional Items rates in the Rajasthan Basic Schedule of Rates 2025-26 run from ₹2.00 to ₹99,382.00. Transcribed from Rajasthan PWD — Unified Basic Schedule of Rates for year 2025-26, Road & Bridge Works (other than NH & PMGSY), Chief Engineer (Roads), P.W.D. Rajasthan, Jaipur; effective from 01-04-2025. Reference only — verify against the official source before pricing a bid.
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101 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| R-16.1 | Removal of blown sand including taking out and disposal of excavated material with lead up to 50Mtr. and lift up to 1.5 Mtr disposed soil to be levelled and neatly dressed | Cum | 12.00 |
| R-16.3 | Dressing of berms including digging of earth upto 10 cm depth | Cum | 15.00 |
| R-16.4 | Labour charges for digging out of sludge humps on black topped surface including removal and disposing of the dismantled material aside up to 50 M lead | Sqm | 33.00 |
| R-16.5 | Cutting of black top surface upto 30 mm depth for fixing of kerb / dand stone / medians including cleaning of surface laying bed mortar and removal of dismantled material with all lead and traffic diversion arrangements etc | Sqm | 24.00 |
| R-16.6 | Scarifying old bituminous road by making 50x50mm furrows criss-cross at 1.0 metre intervals at 45 degree to the center line of the carriageway | Sqm | 2.00 |
| R-16.7 | Cutting black top surface upto 1.5 M depth including all layers of crust for laying pipe line etc. and making good to original condition (excluding cost of bitumen) | Sqm | 605.00 |
| R-16.8 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 Kg., including excavation etc. complete | Bag | 9.90 |
| R-16.15 A | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item of Bituminous Concrete @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of MoRTH Specifications) | Cum | 314.00 |
| R-16.10.1 | Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of95% proctor density | Cum | 15.90 |
| R-16.10.2 | Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of97% proctor density | Cum | 15.90 |
| R-16.10.3 | Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of100% proctor density | Cum | 17.00 |
| R-16.11.1 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 Kms63mm to 45mm Crusher broken | Cum | 620.00 |
| R-16.11.2 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 Kms53mm to 22.4mm Crusher broken | Cum | 651.00 |
| R-16.11.3 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 Kms13.2mm/11.2mm Crusher broken | Cum | 816.00 |
| R-16.11.4 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 Kms6.7mm Crusher broken | Cum | 708.00 |
| R-16.11.5 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 Kms13.2mm Crusher-broken screening (IRC Grade ‘A’) | Cum | 519.00 |
| R-16.11.6 | Supply of graded broken hard stone aggregates free from Katcha stuff, deleterious and oreganic matter, as per IRC/MoRTH Specifications, including stacking as per the Standard Specifications with an average lead of 20 Kms11.2mm Crusher broken Screening (IRC Grade‘B’) | Cum | 462.00 |
| R-16.12 | Collection of binding material/mooram for W.B.M. course (P.I. 4 to 6), including stacking as per Standard Specifications | Cum | 80.00 |
| R-16.13 | Collection of quarry rubbish (P.I. less than 6), grading as per MoRTH specification’s Table 400-1, including stacking as per the Standard Specifications with an average lead of 20 Kms | Cum | 80.00 |
| R-16.14.1 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30)Grading - I (37.50mm (Nominal Size)) | Cum | 6,786.00 |
| R-16.14.2 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30)Grading - II (26.50 mm (Nominal Size)) | Cum | 6,852.00 |
| R-16.16 | Labour charges for patching W.B.M. using crushed / broken aggregates including preparation of pot hole scarifying & reshaping to the required grade and camber as per the standard specifications, spreading of material consolidation with mechanical drop hammer of 11.40 kg hand rammer or 8-10 tone power roller, spreading and consolidation of binding material including cost of fuel & lubricants and hire charges of T&P | Cum | 232.00 |
| R-16.17 | Providing and laying 25 mm thick Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 C protruding 1 mm to 4 mm over mastic surface, all complete as per Clause 516 | Sqm | 490.00 |
| R-16.18 | Providing & laying penetration macadam patching upto 5 cm. depth ( semi grout) with 0.60 Cum. Of coarse aggregate (Crusher broken) & 0.15 Cum of key aggregate (as per MoRTH specification) & spreading of binder, cleaning area of patch, pot holes, cut of regular shape with vertical side, removing all loose & disintegrated material, spreading & compacting of aggregate with 8-10 tonne power road roller including cost of aggregate, fuel, lubrication, hire charges machinery, T & P, including cost of bitumen with application of tack coat | Sqm | 280.00 |
| R-16.19.1 | Labour charges for premix patch work using mixed material from the hot mix plant, including cleaning of patch/pot holes area, cutting it to regular shape vertical edges, removing all loose and disintigrated material, application of tack coat as per specifications laying of patching material and compacting with power roller including cost of fuel, hire charges of T & P etc. completeUsing Straight run bitumen | Sqm | 22.50 |
| R-16.19.2 | Labour charges for premix patch work using mixed material from the hot mix plant, including cleaning of patch/pot holes area, cutting it to regular shape vertical edges, removing all loose and disintigrated material, application of tack coat as per specifications laying of patching material and compacting with power roller including cost of fuel, hire charges of T & P etc. completeUsing cationic emulsion | Sqm | 20.00 |
| R-16.20 | Supply at plant site Close-graded premix surfacing material for patch work with specified graded crushed aggregate as per Table No. 500-19 of MoRTH specification clause 508.2.4 premixed with (VG-10) bitumen binder 5% in Hot Mix Plant (30- 40tonne) including cost of aggregate, binder and machines with fuel etc | MT | 3,050.00 |
| R-16.21 | Carriage of mix material from Plant Site to Work Site for patch repairing work including staying of tipper at site up to completion of patch repair work upto 1 km | MT | 187.00 |
| R-16.23 | Providing & laying surface dressing patching using stone chipping 0.10 cum per 10 sqm and bitumen 10 kg per 10 sqm including heating of binder, cleaning the area of patch, potholes cuts to regular shape with vertical sides, removing all loose & disintegrated material, application of binder, covering the same with stone chippings and compacting with 8-10 tonne power road roller including cost of fuel, binder, hire charges of T&P etc | Sqm | 69.00 |
| R-16.25 | Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen) | Sqm | 200.00 |
| R-16.26 | Construction of un-reinforced, plain cement concrete pavement M-35 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | Cum | 6,150.00 |
| R-16.27 | Construction of un-reinforced, plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying, with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | Cum | 6,300.00 |
| R-16.28 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge | KG | 77.00 |
| R-16.29 | Providing & mixing admixture in Cement Mass Concrete flooring, CC Road, RCC work, Canal Lining and Shotcrete Non Circular with ribbed surface Structural Synthetic Macro Fiber 42 - 50 mm length, specific gravity of > 1.30 and diameter 0.80 - 1.20 mm and melting point > 220 degree centigrade @ 0.75% - 1.00% by cement weight in design mix as per directionof Engineer-in- charge | KG | 805.00 |
| R-16.30 | Providing & mixing admixture in Cement Concrete flooring/ Cement Plaster/ Plain or RCC work, Synthetic Polyester Triangular Construction Fiber of length 6 mm / 12 mm / 18 mm with specific gravity 1.34 to 1.40 and diameter 10 - 40 microns and melting point > 220 degrees centigrade by using 125 gm fiber for 50 kgs cement used as per direction of Engineer-in- charge | KG | 610.00 |
| R-16.31 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Note : 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck | Rmt | 8,298.00 |
| R-16.32 | Expansion joint 25 mm wide and depth 200 to 300 mm using 25 mm thick bitumen impregnated board/SILFLEX (Capcel HD 100) confirming manufactures specifications, dowel bars 25mm M.S. rod 500 mm long @ 200 mm C/C with pve sleeve as per IRC 58 (1988) including required steel bar (16 mm dia.) chairs, making holes in board, placing whole assembly in groove including cost of sealing compound | Rmt | 1,310.00 |
| R-16.33.1 | Providing & Fixing in position bitumen impregnated board / SILFLEX (Capcell HD 100) confirming manufactures speficiations in expension joint with sealent as per IRC-15-2002 of size12mm thick | Sqm | 750.00 |
| R-16.33.2 | Providing & Fixing in position bitumen impregnated board / SILFLEX (Capcell HD 100) confirming manufactures speficiations in expension joint with sealent as per IRC-15-2002 of size18mm thick | Sqm | 1,111.00 |
| R-16.33.3 | Providing & Fixing in position bitumen impregnated board / SILFLEX (Capcell HD 100) confirming manufactures speficiations in expension joint with sealent as per IRC-15-2002 of size25mm thick | Sqm | 1,463.00 |
| R-16.34 | Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound | Rmt | 68.00 |
| R-16.35.1 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size10 x 15 cm | Rmt | 157.00 |
| R-16.35.2 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size15 x 15 cm | Rmt | 202.00 |
| R-16.35.3 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size20 x 20 cm | Rmt | 308.00 |
| R-16.35.4 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size20 x 25 cm | Rmt | 365.00 |
| R-16.36 | Providing and filling joint sealing compound in CC Pavement/Structures as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight | Rmt | 17.50 |
| R-16.37 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per MorTh Specification Clause 2804 | Sqm | 437.00 |
| R-16.38 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6 | Sqm | 214.00 |
| R-16.39 | Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete including removal of old damaged concrete and all arrangement for applying it complete as per MoRTH specifications | Sqm | 717.00 |
| R-16.40 | Applying Epoxy bonding of new concrete to old concrete including removal of old damaged concrete and all arrangement for applying it complete as per MoRTH specifications | Sqm | 589.00 |
| R-16.43.1 | P & P Precast dense cement concrete (Vibro-pressed) drain section block of different size as per approved drawing and design and strength as per IS code:2185 Part-I of grade 'D' (5.00mm) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section blocks of "L" shape "U" shape etc. as per approved design and drawing complete with fixing and jointing in C.M. 1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km lead40mm thick | Sqm | 475.00 |
| R-16.43.2 | P & P Precast dense cement concrete (Vibro-pressed) drain section block of different size as per approved drawing and design and strength as per IS code:2185 Part-I of grade 'D' (5.00mm) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section blocks of "L" shape "U" shape etc. as per approved design and drawing complete with fixing and jointing in C.M. 1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km leadUp to 60mm thick | Sqm | 638.00 |
| R-16.43.3 | P & P Precast dense cement concrete (Vibro-pressed) drain section block of different size as per approved drawing and design and strength as per IS code:2185 Part-I of grade 'D' (5.00mm) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section blocks of "L" shape "U" shape etc. as per approved design and drawing complete with fixing and jointing in C.M. 1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km leadUp to 80mm thick | Sqm | 795.00 |
| R-16.43.4 | P & P Precast dense cement concrete (Vibro-pressed) drain section block of different size as per approved drawing and design and strength as per IS code:2185 Part-I of grade 'D' (5.00mm) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section blocks of "L" shape "U" shape etc. as per approved design and drawing complete with fixing and jointing in C.M. 1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km leadUp to 115mm thick | Sqm | 957.00 |
| R-16.45 | Provision of red fluorescent with white reflective sleeve traffic cone made of Low Density Polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS:873 | Each | 531.00 |
| R-16.46 | Supply of Caution Diversion sign board size 1800 x 600 mm having centre height of 75 cm made out or 1.25 mm thick M.S. sheet duly framed with angle iron size 40 x 40 x 5 mm fixed on two moving wheels and stands, made out of 75 x 40 mm channel having two solid rubber wheels mounted on ball bearings, boards is processed in stoving enamel blue and machine cut sheet reflective letter and arrow on one side and the other side having arrow only complete in all respect | Each | 4,535.00 |
| R-16.47 | Supplying & Fixing route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of T Iron or Angle Iron for NH/SH | Each | 2,260.00 |
| R-16.48 | Supply & Fixing of flood gauge (water Gauge) as per I.R.C. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 M. long | Each | 2,140.00 |
| R-16.49 | Supplying of men at work sign board (folding type) made of 1.25 mm thick M.S. sheet size 900x900x900 mm painted in white stove enamelled paint and reflective machine cut sheet Men’s emblem and letter MEN AT WORK in red colours and additional attachment of size 150x900 mm plate for gang number and name with white stoving enameled back ground both plates are fixed on a folding stand of M.S. (heavy) steel tube of size 13.2 mm outer dia as per IS-1239 (part-I) 1979 duly painted in grey colour and both the plates are painted on back side in grey enamel paint | Each | 1,597.00 |
| R-16.50 | Supply of Sign Board size 120x75 made out of 1.25 mm thick M.S. sheet duly framed with 33.3 mm ODMS black tube medium class as per IS- 1239 (Part-I) 1979 with inner support of M.S. flat 12x3 mm whole structure is fixed on two posts of 42 mm ODMS black tube (Medium class) as per IS-1239 processed with blue stoving enamel paint and white figuring direction arrow in superior quality of synthetic enamel paint | Each | 2,225.00 |
| R-16.51 | Supply of ‘L’ type Bollard made out of 1.25 mm thick M.S. sheet height 134 cm, welded in circular type ring section having upper dia 15 cm. and lower dia 21 cm with another attachment of 15x15 cm circular section with 15 cm. face plate and hold fast at bottom, whole body is processed in white stoving enamel and red reflective 3 hands, each of 7.5 cm end one reflective sheet of 15 cm. dia provided to it complete in all respect | Each | 2,123.00 |
| R-16.52 | Suppy of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, total height 135 cm, the lower portion is made in tapered circular section having upper dia 15 cm and lower dia 20 cm with attachment of one mandatory plate 7 mm thick M fixed with the help of 7 cm long, 30mm dia crome plated M.S. tube this part is fixed on the body with another attachment of a cap 30x7 cm. whole body is processed in black stoving enamel and mandatory plate in Azure blue, with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect | Each | 2,443.00 |
| R-16.53 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it | Each | 840.00 |
| R-16.54 | Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side | Each | 1,160.00 |
| R-16.55 | P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side | Each | 575.00 |
| R-16.56 | Providing and fixing Central Road Fund display board size 180- 160 cm made out of 1.6 mm thick MS sheet duly framed with angle iron 65x65x5 mm size having 2 Nos posts 3 m long from ground level and 0.45 m embended in M-15 cement concrete block 300x300x600 mm in ground on shoulder of road including painting & lettering as per MoRTH specifications clause 801 with enameled paint complete in all respects | Each | 8,065.00 |
| R-16.57 | Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side | Each | 266.00 |
| R-16.58 | Supply of centerline Raised Pavement Marker (RPM) size 125 x75x20 mm made out of Aluminium alloy duly white powder coating paint with two side reflective having fixing provision with nail complete in all respect | Each | 432.00 |
| R-16.59 | Half bricks cirular Tree Guard in 50 class designation bricks, internal diameter 1.25 m and height 1.2 m above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in lime mortar 1 : 2 (a-lime putty, 2 - surkhi) or cement mortar 1 : 6 (1 cement : 6 fine sand) and the integrated course being in dry honey comb as per design complete | Each | 638.00 |
| R-16.60.1 | Painting with superior grade enamel paint of approved quality to give an even shade including writing lettering figuring etc. complete as per IRC standers of Bollards with 3 Nos. reflective type 7 cm wide strips including cost of providing new stripsPainting old work (Labour Rate) | Each | 425.00 |
| R-16.60.2 | Painting with superior grade enamel paint of approved quality to give an even shade including writing lettering figuring etc. complete as per IRC standers of Bollards with 3 Nos. reflective type 7 cm wide strips including cost of providing new stripsPainting old work (Complete Rate) | Each | 726.00 |
| R-16.61.1 | Making double drum Tree Guard Tree Guard 52 cm dia at middle and 75 cm at top level and 1.9 m high as per standard design from empty coaltar drums supplied free by the department including providing and fixing 4 Nos. legs 40 cm long of 30x30 mm M.S angle and 5 Nos. 20x3 mm M.S. flats riveted to tree guard with rivets complete in all respect including painting inside and outside of tree guard withOne coat of coaltar / or anti corrosive paint | Each | 319.00 |
| R-16.61.2 | Making double drum Tree Guard Tree Guard 52 cm dia at middle and 75 cm at top level and 1.9 m high as per standard design from empty coaltar drums supplied free by the department including providing and fixing 4 Nos. legs 40 cm long of 30x30 mm M.S angle and 5 Nos. 20x3 mm M.S. flats riveted to tree guard with rivets complete in all respect including painting inside and outside of tree guard withTwo or more coats of ready mixed paint of approved quality and shade over a priming coat | Each | 445.00 |
| R-16.62.1.1 | Fixing of sign board having including excavation cement concrete 1:5:10 (30x30x60cm) and transportation complete of size : Two Post150x120x&120x75 cm | Each | 695.00 |
| R-16.62.1.2 | Fixing of sign board having including excavation cement concrete 1:5:10 (30x30x60cm) and transportation complete of size : Two Post60x75, 90x60 cm, 75x45 cm & 60x45 cm | Each | 555.00 |
| R-16.62.2 | Fixing of sign board having including excavation cement concrete 1:5:10 (30x30x60cm) and transportation complete of sizeSingle Post | Each | 345.00 |
| R-16.63.1 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plansTruss and Vertical Support | MT | 99,382.00 |
| R-16.63.2 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plansAluminium Alloy Plate for Over Head Sign | Sqm | 11,312.00 |
| R-16.64.1.1 | Barricading with sal ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members and vertical supports upto 2.5m centre to centre and for 3 days period including removal and cleaning the site complete in all respect. Height 1.2m upto 1.5m above ground levelLabour Charge | Metre | 10.00 |
| R-16.64.2.1 | Barricading with sal ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members and vertical supports upto 2.5m centre to centre and for 3 days period including removal and cleaning the site complete in all respect. Height upto 1.2m height above ground levelLabour Charge | Metre | 10.00 |
| R-16.64.3 | Barricading with sal ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members and vertical supports upto 2.5m centre to centre and for 3 days period including removal and cleaning the site complete in all respectAdd extra in barricading for each subsequent day after 3 days | Metre | 2.00 |
| R-16.65 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge | Each | 10,605.00 |
| R-16.67.1 | Detail survey of site with total station including plane table survey of builtup area showing road level, boundary walls, electric poles, adjacent building / plot details, set back, other existing structures ( temporary or permanent), sewer lines & septic tank, main plumbing lines, nalahs or drains water bodies/water logging areas as may be required depending upon the site conditions/ topography of the area including printout on required size paper in three copies & one soft copy of approved mediaRate per Km. Builtupt area less than 10% | KM | 6,795.00 |
| R-16.67.2 | Detail survey of site with total station including plane table survey of builtup area showing road level, boundary walls, electric poles, adjacent building / plot details, set back, other existing structures ( temporary or permanent), sewer lines & septic tank, main plumbing lines, nalahs or drains water bodies/water logging areas as may be required depending upon the site conditions/ topography of the area including printout on required size paper in three copies & one soft copy of approved mediaRate per Hect. Builtupt area less than 10% | Hectare | 3,397.50 |
| R-16.67.3 | Detail survey of site with total station including plane table survey of builtup area showing road level, boundary walls, electric poles, adjacent building / plot details, set back, other existing structures ( temporary or permanent), sewer lines & septic tank, main plumbing lines, nalahs or drains water bodies/water logging areas as may be required depending upon the site conditions/ topography of the area including printout on required size paper in three copies & one soft copy of approved mediaRate per Hect. Builtupt area 10% to 50% | Hectare | 6,795.00 |
| R-16.67.4 | Detail survey of site with total station including plane table survey of builtup area showing road level, boundary walls, electric poles, adjacent building / plot details, set back, other existing structures ( temporary or permanent), sewer lines & septic tank, main plumbing lines, nalahs or drains water bodies/water logging areas as may be required depending upon the site conditions/ topography of the area including printout on required size paper in three copies & one soft copy of approved mediaRate per Hect. Builtupt area greater than 50% | Hectare | 13,590.00 |
| R-16.68 | Survey of Proposed road including printout of Plan, L-Section & Cross section on A-3 size paper in three copies & one soft copy of approved media (For L-Section levels are to be taken at an interval of 25m on plain terrain and 10m on rolling & at CD works) including computation of quantities of earth work in cutting / filling as per L-Section & Cross section | KM | 2,265.00 |
| R-16.70 | Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips | Each | 11,778.21 |
| R-16.71.1 | Providing and carrying out video shoting of roads, bridges, buildings, other programmes including hiring of vehicle equipments for video shooting, titling, lightening, mixing, lettering, editing, including cost of two colour CDs of approved makes and quality etc. completeWithin 50 Kms | Day | 3,150.00 |
| R-16.71.2 | Providing and carrying out video shoting of roads, bridges, buildings, other programmes including hiring of vehicle equipments for video shooting, titling, lightening, mixing, lettering, editing, including cost of two colour CDs of approved makes and quality etc. completeBeyond 50 kms | Day | 3,413.00 |
| R-16.71.3 | Providing and carrying out video shoting of roads, bridges, buildings, other programmes including hiring of vehicle equipments for video shooting, titling, lightening, mixing, lettering, editing, including cost of two colour CDs of approved makes and quality etc. completeWork upto 5 hours per day only | Day | 1,890.00 |
| R-16.72.5 | Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads etc. at any distances20''x30'' size (Banner Size) | Nos | 761.00 |
| R-16.72.6.1 | Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads etc. at any distances. Extra CopiesPost Card size | Nos | 11.00 |
| R-16.72.6.2 | Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads etc. at any distances. Extra Copies4"x6" size | Nos | 16.00 |
| R-16.72.6.3 | Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads etc. at any distances. Extra Copies5"x7" size | Nos | 21.00 |
| R-16.72.6.4 | Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads etc. at any distances. Extra Copies8"x12" Size (A-4 Size) | Nos | 79.00 |
| R-16.72.6.5 | Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads etc. at any distances. Extra Copies20''x30'' size (Banner Size) | Nos | 578.00 |
| R-16.74 | Lime Sludge StabilizationProviding, laying and spreading soil on a prepared embankment as sub-grade, pulverising, mixing the spread soil in place with rotavator with 9 percent lime Sludge with minimum content of 50- 60 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 percent of the maximum dry density to form a layer of sub-grade/sub-base as per specification with all lead of lime sludge | Cum | 280.00 |
| R-16.75.1 | CELL FIELD CONCRETE100mm thickness | Sqm | 639.00 |
| R-16.75.2 | CELL FIELD CONCRETE150mm thickness | Sqm | 919.00 |
| R-16.76 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | Cum | 5,500.00 |
Other chapters in this schedule
- Road Works: Loading, Unloading, Carriage Crushing of Materials and Setting (24)
- Road Works: Site Clearance (62)
- Road Works: Earthwork, Erosion Control and Drainage (28)
- Road Works: Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders (21)
- Road Works: Bases and Surface Courses (Bituminous) (13)
- Road Works: Cement Concrete Pavement (32)
- Road Works: Pipe Culverts (16)
- Road Works: Traffic Signs, Markings and Other Road Appurtenances (60)
- Road Works: Foundation (31)
- Road Works: Substructure (36)
- Road Works: Superstructure (32)
- Road Works: Protection Works (20)
- Road Works: Maintenance of Roads (28)
- Road Works: Additional Items (New) (307)
- Bridge Works: Earthwork for Bridges (17)
- Bridge Works: Foundation (85)
- Bridge Works: Substructure (38)
- Bridge Works: Super Structure (39)
- Bridge Works: Protective Works (8)
- Bridge Works: Repair and Rehabilitation (6)
Pricing road works: additional items against a live tender
Mapping a tender BOQ to the right schedule items, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.
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