Assam SOR 2020-21
Miscellaneous Works rates
109 miscellaneous works items from the Assam PWD (Roads), effective 2020-12-31.
Miscellaneous Works rates in the Assam Schedule of Rates for Rural Roads 2020-21 run from ₹15.30 to ₹2,09,394.70. Transcribed from Government of Assam, Public Works Roads Department — Schedule of Rates for Rural Roads, 2020-21. Built on the MoRD/IRC Standard Data Book for Analysis of Rates for Rural Roads; Part D additionally covers major roads and bridge works to MoRT&H specification.. Reference only — verify against the official source before pricing a bid.
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109 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 16.6 | Providing, laying, spreading and compacting available soil (excluding clay soil) in Sub-grade course including insitu mixing 4% of RBI 81 product, spreading in uniform layers with motor grader on a prepared base including watering and compacting with 8 to 10 tonne vibratory power roller to achieve the desired density including all materials, labour, HOM of machinery, etc complete as per specifications | Cum | 3,607.70 |
| 16.7 | Providing, laying, spreading and compacting available clay soil in Sub- grade course including in situ mixing 30% Stone Dust, 70% Soil & 4% of RBI 81 product, spreading in uniform layers with motor grader on a prepared base including watering and compacting with 8 to 10 tonne vibratory power roller to achieve the desired density including all materials, labour, HOM of machinery, etc complete as per specifications | Cum | 3,876.00 |
| 16.8 | Providing, laying, spreading and compacting available soil (excluding clay soil) and aggregate in base course including in situ mixing 30% Aggregate, 70% Soil & 4% of RBI 81 product, spreading in uniform layers with motor grader on a prepared base including watering and compacting with 8 to 10 tonne vibratory power roller to achieve the desired density including all materials, labour, HOM of machinery, etc complete as per specifications | Cum | 4,438.00 |
| 16.9 | Providing, laying, spreading and compacting available soil in base course including in situ mixing 30% Aggregate, 20% Stone Dust, 50% Soil & 4% of RBI 81 product, spreading in uniform layers with motor grader on a prepared base including watering and compacting with 8 to 10 tonne vibratory power roller to achieve the desired density including all materials, labour, HOM of machinery, etc complete as per specifications | Cum | 4,672.60 |
| 16.25 III | Reinforced Earth Retaining Wall: (Reinforced earth retaining walls including four main components of (a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material), (b) Facia material and its placement, (c) Assembling, joining with facing elements and laying of the reinforcing elements and (d) Earth fill with granular material which is to be retained by the wall complete as per Technical Specification and DrawingsEarth work including excavation, backfilling, grading and compaction with selected backfill soil in layers in Reinforced Earth works as per Technical specification and drawings | Cum | 167.60 |
| 16.25 IV | Reinforced Earth Retaining Wall: (Reinforced earth retaining walls including four main components of (a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material), (b) Facia material and its placement, (c) Assembling, joining with facing elements and laying of the reinforcing elements and (d) Earth fill with granular material which is to be retained by the wall complete as per Technical Specification and DrawingsConstruction of PCC strips level footing (35cm x 15cm) in M-15 grade concrete complete as per technical specification and drawing | Metre | 330.90 |
| 16.25 V | Reinforced Earth Retaining Wall: (Reinforced earth retaining walls including four main components of (a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material), (b) Facia material and its placement, (c) Assembling, joining with facing elements and laying of the reinforcing elements and (d) Earth fill with granular material which is to be retained by the wall complete as per Technical Specification and DrawingsProviding 600mm drainage bay behind RE wall with compacted granular material as per technical specification and drawing | Cum | 1,269.50 |
| 16.25 VI | Reinforced Earth Retaining Wall: (Reinforced earth retaining walls including four main components of (a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material), (b) Facia material and its placement, (c) Assembling, joining with facing elements and laying of the reinforcing elements and (d) Earth fill with granular material which is to be retained by the wall complete as per Technical Specification and DrawingsConstruction of crash barrier, parapet, coping beam with friction slab in M-30 grade concrete complete as per technical specification and drawing | Metre | 1,760.00 |
| 16.26 | Labour for spreading metal gravel / granular material on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30m | Cum | 192.40 |
| 16.28 (a) | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c | Each | 2,239.00 |
| 16.28 (b) | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c | Each | 1,172.00 |
| 16.29 | Dressed Wood Guard Post: Supplying, fitting and fixing 20cm to 25cm diameter Jungle Wood Dressed guard post of 150cm long erected 75cm above the ground and 75cm below the ground, fitted with horizantal struts size 50mm x 50mm x 550mm long at bottom with necessary nails necessary etc. including coal tarring one coat below ground and painting surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed | Each | 504.80 |
| 16.30 | RCC Pipe Delineator Providing of hume pipe delineator, 250 mm in diameter, 1250 mm high, having 25mm skin thickness filled with earth for stability up to 5 cm from top and remaining filled with 1:3:6 c.c.in spherical segment to prevent percolation of water and emeded in c.c. (1:3:6) below ground level up to a depth of 500mm, 75mm thick cc surrounding the pipe, painted white as per approved drawing | Each | 2,873.00 |
| 16.31 | Drum Delineator Providing of metal drum/empty bitumen drum delineator, 600 mm in diameter, 800 mm high, filled with earth for stability up to 5 cm from top and remaining filled with 1:3:6 c.c. to prevent percolation of water, painted in circumferential strips of alternate black and white 120 mm wide all as per IRC:SP:55-2001and drawing | Each | 734.00 |
| 16.32 | Pre fabricated railing: Providing,fitting and erecting pre fabricated railing of STRUCTURA materials having size of 2.00x0.90M in panels made of 25x25x2.6/40x40x2.6 vertical bars and 40x40x2.6/32x32x2.6 horizontal bars.The two end posts of each panel are founded with M-15 cement concrete up to a depth of 200mm with anti corrosive primer and paint etc. complete as per approved drawing and technical specification as directed | Metre | 1,508.20 |
| 16.33 A | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408Using Concrete Mixer | Metre | 324.50 |
| 16.33 B | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408Using Concrete Batching and Mixing Plant | Metre | 326.50 |
| 16.34 A | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine,foundation concrete manually all complete as per clause 408.)Using Concrete Mixer | Metre | 605.00 |
| 16.34 B | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine,foundation concrete manually all complete as per clause 408.)Using Concrete Batching and Mixing Plant | Metre | 606.40 |
| 16.35 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified | Metre | 4,449.50 |
| 16.36 | Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) | Metre | 4,293.90 |
| 16.37 | Metal Beam Crash Barrier, Type - A: "THRIE" Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 12 m high, 1.15m below ground level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mmX75mmX5mm, 546mm long complete as per clause 810.) | Metre | 5,968.90 |
| 16.38 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | Sqm | 501.00 |
| 16.39 | Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150mmin width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 | Each | 3,426.80 |
| 16.40 | Permanent Type Barricade in Construction Zone with Steel Components (Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips 150mm in width at an angle of 450, complete as per IRC:SP:55-2001 | Each | 5,370.70 |
| 16.41 | Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp) (cement concrete to be measured and paid separately) | Each | 18,526.00 |
| 16.42 (a) | Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail100mm dia/ 100mm x 100mm size | Each | 79.60 |
| 16.42 (b) | Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail150mm dia/ 150mm x 150mm size | Each | 112.20 |
| 16.43 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance | Each | 254.00 |
| 16.44 | Providing and fixing lane divider with dimensions 220x150x285 mm base plate 25 mm high Two- way reflective with 1 or 2x128 glass elements rubber flag with 2 round glass reflectors | Each | 994.50 |
| 16.45 (a) | Single bamboo spur and palasiding of whole 2nd class bamboo (Jati or Bethua) 65mm to 75mm dia closely packed & driven, including fitting and fixing with half bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORDDriven at least 900mm below and 1800 mm above the ground on average | Metre | 616.20 |
| 16.45 (b) | Single bamboo spur and palasiding of whole 2nd class bamboo (Jati or Bethua) 65mm to 75mm dia closely packed & driven, including fitting and fixing with half bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORDDriven at least 900mm below and 900 mm above the ground on average | Metre | 502.70 |
| 16.46 (a) | Single bamboo spur and palasiding of whole 1st class bamboo (Bholuka or Barua) 85mm to 100mm dia closely packed & driven, including fitting and fixing with half 2nd class bamboo (Jati or Bethua) bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORDDriven at least 900mm below and 1800 mm above the ground on average | Metre | 698.90 |
| 16.46 (b) | Single bamboo spur and palasiding of whole 1st class bamboo (Bholuka or Barua) 85mm to 100mm dia closely packed & driven, including fitting and fixing with half 2nd class bamboo (Jati or Bethua) bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORDDriven at least 900mm below and 900 mm above the ground on average | Metre | 427.40 |
| 16.46 (c) | Single bamboo spur and palasiding of whole 1st class bamboo (Bholuka or Barua) 85mm to 100mm dia closely packed & driven, including fitting and fixing with half 2nd class bamboo (Jati or Bethua) bamboo kamis horizantally in three rows with the cane or tieing wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORDDriven at least 900mm below and 1200 mm above the ground on average | Metre | 397.70 |
| 16.47 (a) | Bamboo spur 'A' type with whole bamboo placed 230mm center to center driven 900mm below ground and 1200mm to 1500mm above the ground tied with 2nd class bamboo (Jati or Bethua) on either side at 450mm apart horizantally with galvanized wire etc. complete as per drawing and technical specifications2nd class bamboo (Jati or Bethua) 65mm to 75mm dia | Metre | 651.10 |
| 16.47 (b) | Bamboo spur 'A' type with whole bamboo placed 230mm center to center driven 900mm below ground and 1200mm to 1500mm above the ground tied with 2nd class bamboo (Jati or Bethua) on either side at 450mm apart horizantally with galvanized wire etc. complete as per drawing and technical specifications1st class bamboo (Bholuka or Barua) 85mm to 100mm dia | Metre | 532.40 |
| 16.48 | Bamboo single spur 'A' type with 1st class bamboo (Bholuka or Barua) 85mm to 100mm dia, driven closely placed 3m to 4m above the ground and 1.20m to 1.5m below the ground and tied with cane or coir string, half 2nd class bamboo (Jati or Bethua) kamis horizontally on both face placed not more than one meter apart including whole bamboo struts inside one meter apart and 2nos. of purlin at top and bottom fitted with vertical struts at 1500mm apart and filling with brushwood or jungle wood inside the spur complete as per drawing and technical specifications | Metre | 914.20 |
| 16.49 | Close bamboo toe walling with 65mm to 75mm diameter bamboos of length ranging from 1.2m to 3.0m driven at least 150mm c/c and provided with three horizontal split bamboo runner fixed with nails complete including coal tarring as directed (Rate inclusive of cost of the required quantity of tar) | Metre | 736.00 |
| 16.50 | Double timber spur with two rows of 1st class local wood (Azar/ Nahar/ Nageswar/ Zarul) timber piles of 150mm to 200mm dia driven 800mm c/c apart upto minimum 2000mm below ground and 3600mm above ground and average placed at 800mm belt, bracing etc. of 100mm x 75mm size dia bolts and nuts etc. including coal tarring of timber members and necessary bamboo staging etc. as directed and as per drawing and technical specifications | Metre | 25,584.60 |
| 16.51 | Supplying and filling up hollows of the timber spur to an average height of 3600mm above the ground with jungle wood branches as directed and as per drawing and technical specifications | Metre | 55.10 |
| 16.52 | Providing split bamboo digonally wooven lining over slope of bridges, abutement and road embakement etc. secured to the ground at least 70cm long bamboo pegs and half bamboo horizontally at 100cm center to center both ways complete as directed | Sqm | 114.50 |
| 16.53 (a) | Supplying, fitting and fixing whole Bholuka or Barua bamboo pegs 85mm to 100mm dia, closely placed all round the hollows of spur fitted with necessary nail in the horizontal timber between 90 cm below ground and 360cm above ground on average (timber works will be paid for separately)For 360 cm above ground on average | Metre | 775.30 |
| 16.53 (b) | Supplying, fitting and fixing whole Bholuka or Barua bamboo pegs 85mm to 100mm dia, closely placed all round the hollows of spur fitted with necessary nail in the horizontal timber between 90 cm below ground and 360cm above ground on average (timber works will be paid for separately)For 200 cm above ground on average | Metre | 619.30 |
| 16.54 | Earthwork in filling in the guide bund by head load up to lead of 60m with approved quality all leads and lifts ramming and compacting with rammer weighing not less than 10kg and falling from height of not less than 90cm and sprinkling with water if necessary. earth is to collected after removing the 1st 20cm of top soil and should be free from grass, shrubs and other foreign matter and rate will be including payment of land compensation | Cum | 90.10 |
| 16.55 (a) | Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantationPart-1 Plantation Part | Metre | 83.60 |
| 16.55 (b) | Providing approved variety of vetiver plantation certified by The Vetiver Network International (TVNI) or its affiliate in India including pouching of tiller with selected soil for agricultural use mixed with farmyard manure in 8”x 6” poly pouch, maintaining the pouched plants for at least 1(one) month with application of growth promoter, fertilizer, watering, weeding etc., dressing of the area of plantation, planting the pouched plants as per design approved by The Vetiver Network International (TVNI) or its affiliate in India. (Excluding jungle clearance, earth work in trimming, cutting, filling etc.) and Maintenance of the vetiver plants by watering, pruning, weeding, mulching, application of manure, fertilizer, growth promoter etc. for 4 (four) months after completion of plantationPart-II Maintenance part | Metre | 28.60 |
| 16.56 | Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately)) | Cum | 15.30 |
| 16.57 (i) | Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed)In rows 15 cm apart in either direction | Sqm | 28.60 |
| 16.57 (ii) | Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed)In rows 7.5 cm apart in either direction | Sqm | 52.00 |
| 16.58 | Labour for laying apron with man size boulders by hand packing the stone with dry stone masonry template crosswalls to ensure regular and orderly deposition of the full intended quality of stone in the apron including labour for buildung these walls about one meter thick and to the full height of the specific thockness of the apron at interval of 30 meters all along the length of the apron with local carriage of stone within 60 meters complete | Cum | 1,295.40 |
| 16.59 | Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing, supplying and carriage of stone as directed | Cum | 5,592.80 |
| 16.60 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year | Each | 673.20 |
| 16.61 | Compensatory Afforestation (Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2m high with 25cm dia stem, backfilling the hole and watering | Hectare | 1,02,176.50 |
| 16.62 (b) | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directedWithout Boat | Bag | 286.00 |
| 16.63 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm | Sqm | 210.00 |
| 16.65 | Earthwork in excavation in key cage of size 1.00m x 1.00m x 1.00m for anchoring geo fabrics mat including supply and filling of geo bags (bags are filled with sand/silt from flood plain or adjacent char within a distance of 90 m of the work site), filling geo bags with sand weighing 126kg after filling, stitching mouth with polyster/ polypropylene thread by power driven double needle machine, carrying the same to the site including all handling charges and local carriage from a distance of 150m complete as per technical specifications and as directed | Cum | 3,461.00 |
| 16.66 | Supplying, laying, fitting and fixing g-mat in doubled layer composite geo textile fabricated to form a three dimensional mattresses after filling sand by pump, the upper layer of mattress being heavily woven with polyproplyne fabric needle punched with a mixture of U.V. stabilized green fibres and cut tape yarns (Typical value of mass per unit area ASTM D5261) is 650g/sqm, tensile strength (ASTMD4595)is 45kn/m, pore size (ASTMD4751) is less than 0.35mm and UV stability (strength retained per ASTMD4355-92 @ 500hrs is 80%) the lower layer of the mattress being polypropyline wooven fabric, UV stabilized (Typical value of mass per unit area (ASTM D 4595) is greater than 80kn/m, pore size (ASTMD4751) is less than 0.35mm and UV stability (strength retained per ASTM4355-92 @ 500hrs is 80%). The sewing thread being of high tenacity polyster, continued parrell stitches positioned 350mm apart with a stitch length not exeeding 40mm anchoring by cutting trenches of 1.5m x 1m placing the mat filling earth filled cement bags anchorage at lower end, double locking chain stitch 3 stitch/inch including all charges complete. (Approved rate of CWC for the FMP scheme under WRD) | Sqm | 2,417.90 |
| 16.67 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification | Each | 56,383.70 |
| 16.68 (i) | Providing and constructing temporary island for construction of well foundation complete as per technical specificationDepth of water above 1.0 m upto 2.0 m | Each | 1,15,345.30 |
| 16.68 (a) (ii) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 6m dia. WellDepth of water above 2.0 m upto 3.0 m | Each | 1,46,526.20 |
| 16.68 (a) (iii) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 6m dia. WellDepth of water above 3.0 m upto 4.0 m | Each | 1,65,819.80 |
| 16.68 (b) (i) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 7m dia. WellDepth of water above 1.0 m upto 2.0 m | Each | 1,25,338.40 |
| 16.68 (b) (ii) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 7m dia. WellDepth of water above 2.0 m upto 3.0 m | Each | 1,61,564.00 |
| 16.68 (b) (iii) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 7m dia. WellDepth of water above 3.0 m upto 4.0 m | Each | 1,95,643.20 |
| 16.68 (c) (i) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 8m dia. WellDepth of water above 1.0 m upto 2.0 m | Each | 1,34,891.40 |
| 16.68 (c) (ii) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 8m dia. WellDepth of water above 2.0 m upto 3.0 m | Each | 1,72,001.50 |
| 16.68 (c) (iii) | Providing and constructing temporary island for construction of well foundation complete as per technical specification — For 8m dia. WellDepth of water above 3.0 m upto 4.0 m | Each | 2,09,394.70 |
| 16.69 | Greasing of Bearing with ULTRATACK AP3 grease including cleaeing of bearings with steel brush, removal of dusts and dirt with necessary scaffolding etc. complete as directed by the department | Each | 1,237.70 |
| 16.70 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department | Metre | 12,026.10 |
| 16.71 | Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work | Metre | 3,073.60 |
| 16.72 | Making 120mm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire, Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete | Metre | 933.40 |
| 16.73 A (i) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Sal TimberPortion of pile actually driven underground | Metre | 7,526.00 |
| 16.73 A (a) (ii) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Sal Timber — Mechanically with Rod monkey and crab winchPortion of pile remaining above rground | Metre | 7,423.20 |
| 16.73 A (b) (i) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Sal Timber — Manually with labourPortion of pile actually driven underground | Metre | 6,394.60 |
| 16.73 A (b) (ii) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Sal Timber — Manually with labourPortion of pile remaining above rground | Metre | 6,287.20 |
| 16.73 B (a) (i) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Azar/ Nahar/ Nageswar/ Zarul Timber — Mechanically with Rod monkey and crab winchPortion of pile actually driven underground | Metre | 6,596.00 |
| 16.73 B (a) (ii) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Azar/ Nahar/ Nageswar/ Zarul Timber — Mechanically with Rod monkey and crab winchPortion of pile remaining above ground | Metre | 6,493.20 |
| 16.73 B (b) (i) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Azar/ Nahar/ Nageswar/ Zarul Timber — Manually with labourPortion of pile actually driven underground | Metre | 5,464.60 |
| 16.73 B (b) (ii) | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) — Using Azar/ Nahar/ Nageswar/ Zarul Timber — Manually with labourPortion of pile remaining above rground | Metre | 5,357.20 |
| 16.74 A (a) | Wood work including supplying, fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) — Using Sal WoodUnderssed in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc | Cum | 3,596.10 |
| 16.74 A (b) | Wood work including supplying, fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) — Using Sal WoodIn track way planks (alternate nailing to be done with decking in a seggragate way.) | Cum | 41,130.40 |
| 16.74 B (a) | Wood work including supplying, fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) — Using Azar/ Nahar/ Nageswar/ Zarul WoodUndressed in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc | Cum | 28,591.70 |
| 16.74 B (b) | Wood work including supplying, fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) — Using Azar/ Nahar/ Nageswar/ Zarul WoodIn track way planks (alternate nailing to be done with decking in a seggragate way.) | Cum | 34,608.80 |
| 16.75 (a) | Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)Using Sal Timber | Cum | 3,631.10 |
| 16.75 (b) | Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)Using Azar/ Nahar/ Nageswar/ Zarul Timber | Cum | 28,136.60 |
| 16.76 (a) | Supplying, fitting and fixing 25 cm to 30 cm dia. sal wood log beam dressed to heartwood including supplying and fixing with 20mm dia M.S. bolts and nuts etc.including coal tarring two (2) coats with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)Using Sal Timber | Metre | 6,345.50 |
| 16.76 (b) | Supplying, fitting and fixing 25 cm to 30 cm dia. sal wood log beam dressed to heartwood including supplying and fixing with 20mm dia M.S. bolts and nuts etc.including coal tarring two (2) coats with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)Using Azar/ Nahar/ Nageswar/ Zarul Timber | Metre | 5,415.50 |
| 16.78 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed | Each | 1,481.50 |
| 16.79 | Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) | Metre | 1,186.60 |
| 16.80 (i) | Labour for driving timber piles of 25cm to 30cm diameter, dressed to heartwood marking length in every 30cm interval including coal tarring two (2) coats with best tar applied hot including providing ncessary scaffolding or staging (Rate inclusive of cost of the required quantity of tar)Portion of pile actually driven under ground | Metre | 617.40 |
| 16.80 (a) (ii) | Labour for driving timber piles of 25cm to 30cm diameter, dressed to heartwood marking length in every 30cm interval including coal tarring two (2) coats with best tar applied hot including providing ncessary scaffolding or staging (Rate inclusive of cost of the required quantity of tar) — With Rod monkey and crab winchPortion of pile remaining over ground | Metre | 472.10 |
| 16.80 (b) (i) | Labour for driving timber piles of 25cm to 30cm diameter, dressed to heartwood marking length in every 30cm interval including coal tarring two (2) coats with best tar applied hot including providing ncessary scaffolding or staging (Rate inclusive of cost of the required quantity of tar) — By use of labourPortion of pile actually driven under ground | Metre | 984.20 |
| 16.80 (b) (ii) | Labour for driving timber piles of 25cm to 30cm diameter, dressed to heartwood marking length in every 30cm interval including coal tarring two (2) coats with best tar applied hot including providing ncessary scaffolding or staging (Rate inclusive of cost of the required quantity of tar) — By use of labourPortion of pile remaining over ground | Metre | 648.60 |
| 16.81 | Labour for fitting and fixing RSJ beam, CI saddle etc. in position including necessary scaffolding, cutting them to required size, drilling holes and supplying and fixing ncessary bolts and nuts, painting two coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) including all lead and lifts from PWD Godown | Quintal | 793.00 |
| 16.82 | Labour for fitting and fixing RSJ beam, Old CI saddle etc. in position including necessary scaffolding and fixing necessary bolts and nuts, painting two coats complete as directed (Tar-Steel paints to be supplied by the contractor at his own costs) | Quintal | 662.60 |
| 16.83 | Labour for making and fitting MS F.I. Straps and cleats etc. in position including drilling holes complete with all lead and lifts from PWD Godown | Quintal | 3,176.70 |
| 16.84 | Supplying fitting and fixing "U" shaped flat iron strap making 0.5m x 0.3m size from 150mm x 12mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly with bearing beam, pile and RSJ beams etc. complete as directed | Each | 1,590.30 |
| 16.85 (a) | Labour for fitting woodwork including sizing, supplying and fixing with new MS bolts, nuts, nails, spikes etc. and coal tarring with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar) complete with all lead and lifts from PWD GodownApplying 2 (two) coats of Coal Tar | Cum | 2,750.10 |
| 16.85 (b) | Labour for fitting woodwork including sizing, supplying and fixing with new MS bolts, nuts, nails, spikes etc. and coal tarring with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar) complete with all lead and lifts from PWD GodownApplying 1 (one) coats of Coal Tar | Cum | 2,207.10 |
| 16.86 (a) | Labour for fitting and fixing 25cm to 30cm diameter Log Beam including supplying and fixing necessary MS nuts and bolts etc. and coal tarring with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)Applying 2 (two) coats of Coal Tar | Metre | 569.10 |
| 16.86 (b) | Labour for fitting and fixing 25cm to 30cm diameter Log Beam including supplying and fixing necessary MS nuts and bolts etc. and coal tarring with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar)Applying 1 (one) coats of Coal Tar | Metre | 381.40 |
| 16.87 | Labour for talking out old woodworks of bridge and the refitting the same including supplying and fixing necessary new MS bolts, nuts, spikes, nail etc. complete and coal tarring with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar) | Cum | 3,448.70 |
| 16.88 | Labour for talking out old Log Beam of bridge and the refitting the same including supplying and fixing necessary new MS bolts, nuts, spikes, nail etc. complete and coal tarring with best tar applied hot as directed (Rate inclusive of cost of the required quantity of tar) | Metre | 310.40 |
| 16.89 | Pile shoes: supplying fitting and fixing the pile shoes made of 6mm thick mild steel plate with necessary welding joints, size of pile shoe will be 78.54 cm (circumferential length of at top.) x 50cm(Depth) x 5cm (circumferential length at bottom) and 25cm inside diameter at top, including fitting and fixing 3 (Three) nos. M.S. plate of size of 6mm x 50mm, length 45cm at top of the pile shoe with necessary welding and drilling three nos of holes in each plate including fitting and fixing the pile shoes at the pile end with necessary patent nails etc., complete as directed by the Department.The pile shoe should be camphered to fit the pile shoe properly with necessary grooving for placing the MS plates and pile shoe | Each | 2,116.10 |
| 16.92 | Making good cracks of the joint boat with necessary jute mixed with putty of dhuna and flat nails including coaltarring after taking out old nails, rotten jute etc | Metre | 31.80 |
| 16.94 | Supplying sal wood helm for marboat 18cm dia 6.10m as per direction including fixing in position and coal tarring complete as directed.cham/nageswar wood helm for mar boat 13cm dia. 6.10m long as per direction including fixing in position and coal and coal tarring as directed | Each | 6,049.10 |
| 16.95 | Supplying cham/nageswar wood helm for mar boat 13cm dia. 6.10m long as per direction including fixing in position and coal and coal tarring as directed | Each | 3,424.40 |
| 16.97 (b) | Supplying fitting and fixing in position koniaghosa of required size of wood to fit exactly at boat and coal tarring etc. complete as directedCham/ Sundi/ Gamari wood | Each | 213.20 |
Other chapters in this schedule
- Carriage of Materials (22)
- Site Clearance and Setting Out (44)
- Earthwork, Erosion Control and Drainage (32)
- Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders (27)
- Bases and Surface Courses (Bituminous) (47)
- Cement Concrete Pavement (14)
- Hill Roads (18)
- Traffic Signs, Markings and Other Road Appurtenances (22)
- Foundation (33)
- Substructure (40)
- Superstructure (71)
- Protection Works (25)
- Maintenance of Roads (19)
- Major Roads & Bridge Works (MoRT&H Specification) (454)
- New Technology (42)
Pricing miscellaneous works against a live tender
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