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| 1 | Construction of Primary DrainsCleaning Juliflora (Prosafis) Jungle including with uprooting and removing of Juliflora stumps |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge. |
| 3 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock (SDR), laterite, soft rock or kankar, not required blasting and as directed by the Engineer in charge. |
| 4 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge. |
| 5 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. |
| 6 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Side Wall concrete at 2.00m height |
| 7 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for MAT CONCRETEVibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Matt concrete at 2.00m depth |
| 8 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately and as directed by the Engineer in charge. |
| 9 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the Engineer in charge. |
| 10 | Refilling with excavated earth in regular layers of 15cm thick each including careful ramming, watering consolidating etc., complete for foundation and basement and as directed by the Engineer in charge. |
| 11 | Supplying and fixing of PVC pipe of 110mm dia (PVC Finolex or Equivalent with ISI Monongram with working pressure of 6Kg/Cm2) pipe weep hole at 15m c/cstaggered including cost od all materials complete etc., and as directed by the Engineer in charge. |
| 12 | Removal of Excavated excess earth away from the site 3km including loading and transportation charges etc., complete and as directed by the Engineer in charge. |
| 13 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification (Providing Expansion Joint for every 5 mts interval) and as directed by the Engineer in charge. |
| 14 | Rough stone Dry packing for aprons and revetments using rough and the cost shall inclusive all material and labour charges etc., complete and as directed by the Engineer in charge. |
| 15 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 500 mm of 90mm, 75mm & 63mm metal with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH and as directed by the Engineer in charge. |
| 16 | Random rubble masonry in cement motor 1:5 (one Part of cement, Five part of Crushed Stone Sand (M- Sand)) mix using all granite stones and bond stones for foundation and basement from approved quarry including watering, curing, and labour charges etc., completed as per standard specification and as directed by the Engineer in charge. |
| 17 | Plain Cement Concrete 1:2:4 (One part of Cement, two part of Crushed Sand (M- Sand), four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification and as directed by the Engineer in charge. |
| 18 | Refilling with excavated earth including all labour charges for watering, ramming etc., complete and as directed by the Engineer in charge. |
| 19 | Trimming the bed and the side slope of the Nallah/River bank in all soils except hard rock upto a thickness of 7.5 cm to 15 cm etc., Completed and as directed by the Engineer in charge. |
| 20 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. (having width up to 3m) |
| 21 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. (having width of 3m -10m) |
| 22 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. (Second Depth of 2.00m-3.00 m) |
| 23 | Plain Cement concrete 1:3:6 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for Road works including dewatering if found necessary and laid in layers of not more than 10cm thick and proper compacted, finishing and curing etc., complete ,etc., complete complying with standard specfication and as directed by the Engineer in charge. |
| 24 | Supplying and fixing GI pipe 32mm dia (B Class) including cutting and fixing into kerb wall for 30cm depth including fixing weld mesh 7.5cm x 5cm, 10 gauge and fixing welding with MS angle 35 x 35 x 6mm all-round and with MS flat 45 x 6mm at middle including primer coat, conveyance etc., complete and as directed by the Engineer in charge. |
| 25 | Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Engineer before use on works.) and as directed by the Engineer in charge. |
| 26 | Construction of Secondary Strom Water DrainClearing of heavy jungle |
| 27 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge. (First Depth of 2.00 m) |
| 28 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. |
| 29 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Matt Concrete |
| 30 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Side Wall Concrete |
| 31 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Deck Slab Concrete |
| 32 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the Engineer in charge. |
| 33 | Supplying and fixing of 24\\" FRC manhole cover with frame 600mm dia with 12 holes of 50mm dia thick (Cover with frame) complete one set. The frame and cover will bear a non fracture load of 10MT for 30 seconds with frame height of 165mm (shall confirm IS 12592/2002, covr height 90mm, bearing (seating area of cover ) 75mm with hot dip galvanizing hook of cover 16mm MS ros, frame edge protection flat of size 25 x 3mm exposed surface of MS rings shall be painted with anti corrosive bitumastic paint and as directed by the Engineer in charge. |
| 34 | Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild steel gratings including cost and conveyance of pipes and gratings and fixing them in position (at 5m interval) and as directed by the Engineer in charge. |
| 35 | Construction of Modular type RWH Structure capacity of 4.32 cum by using infiltration modules of size 800 x 800 x 360 mm and side wall with infiltration modules of size 800 x 800 x 25 mm including excavation in bitumen / concrete roads surface to a size of 1200 x 1200 x 3000mm and providing base plate, Geo textile 400mm -200 micron, Coarse filter media 20mm thickness, FRP of 700 X 700 mm (clear opening 600 X 600 mm)(Grating cover with Frame- Medium Duty -30MT) , carting away etc.complete. (Every 30m) and as directed by the Engineer in charge. |
| 36 | Construction of Cast-in-situ silt catch pit of inner size 450x450x450mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 100mm thick and cutting the existing storm water drain size of 350x200mm for fixing 2nos. of 160mm dia PVC pipe on the storm drain mouth with RCC cast in situ wall size of 150mm in RCC 1:1.5:3 with steel 9.25kg including fixing of cast iron granting cover with frame size of 550x550mm clear cover 450x450mm – 10MT completing the finishing the work (10m interval) and as directed by the Engineer in charge. |
| 37 | Refilling with excavated earth in regular layers of 15cm thick each including careful ramming, watering consolidating etc., complete for foundation and basement and as directed by the Engineer in charge. |
| 38 | Removal of Excavated excess earth away from the site 3km including loading and transportation charges etc., complete and as directed by the Engineer in charge. |
| 39 | Supplying and fixing of PVC pipes 110mm dia with ISI monogram(working pressure 4kg/cm2) and as directed by the Engineer in charge. |
| 40 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately and as directed by the Engineer in charge. |
| 41 | Hire charges for Dewatering - Diesel Pumpset above 5 HP with fuel and crew charges including transportation and as directed by the Engineer in charge. |
| 42 | Dismantling of RCC Slab (reinforcement is being co...torm Water Drain - Steel is declared unfit for use and as directed by the Engineer in charge. |
| 43 | Dismantling the existing brick or stone masonry work in cement mortar under 3m high including carefully clearing the debris etc.,complete and as directed by the Engineer in charge. |
| 44 | Towards the hire charges for providing temporary approach platforms to the residences near execution site including the cost of fabrication,placing properly across the drains ,removing the same after the work is complete etc as directed by Engineer in charge. The approach platform will be made of 2.40mx1.20m - 6mm MS sheet fabricated with 75mmx40mm MS Channel-2.0m at bottom on all sides of sheets length wise and 50mmx6mm MS flats of 0.70m length at 500 mm centre to centre in tranverse direction including fixing MS flat drilled on corners of channel suitable for joining the next sheet with bolts and nuts including cost of materials,fabrication charges etc complete and as directed by the Engineer in charge. |
| 45 | OSR Site DevelopmentEarth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge. |
| 46 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge. |
| 47 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge. |
| 48 | Rough stone Dry Packing for Aprons and revetments using rough stones and the cost shall inclusive all materials and labour charges etc complete and as directed by the Engineer in charge. |
| 49 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. |
| 50 | Vibrated reinforced cement concrete (Design mix M20) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. |
| 51 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMT and all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the Engineer in charge. |
| 52 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (Payment for centering shall be given after the concrete is laid) and as directed by the Engineer in charge. |
| 53 | Brick work in cm 1:5 (one cement and five M.sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally other type of bond shall be done and as directed by the Engineer in charge. |
| 54 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications and as directed by the Engineer in charge. |
| 55 | White washing two coats with freshly burnt shell lime white in colour in all floors including cost of lime and other materials brushes scaffolding charges etc.complete complying with standard specification and as directed by the Engineer in charge. |
| 56 | Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification and as directed by the Engineer in charge. |
| 57 | Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification and as directed by the Engineer in charge. |
| 58 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, deep dug in the ground, mixing the soil with decayed farmyard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard 1.5m above Ground level, 0.3m below the ground level with MS wire mesh of 1”x1” opening size with 4 Nos of 12mm diameter rods of 1.8m length in which 0.3m below the ground level etc. complete. |
| 59 | Tree Plantation (Shrub Plantation) including pit excavation, Cost and supply of plants, fertiliser, fencing guard all labour charges watering etc., complete. |
| 60 | Providing rain water harvesting using 3 No.of RCC well rings of 90cm inner dia (clear) with 5cm wall thickness made out of cement concrete 1:2:4 using 20mm hard broken jelly to a height of 30cm each supplying and fabricating 16 No. of 6mm dia MS rod vertically and 3 No. of 6mm dia MS rod circumferentially tied together with 18 guage binding wire for well rings including necessary earth work excavation 1m dia to a depth of 1m, supplying and filling 40mm HBG inside the erected well ring to a depth of 90cm, and top covered with RCC circular perforated cover slab of 1m dia and 5cm thick which inclusive of cost and fabrication of 6mm M.S reinforcement at 15 cm spacings on both directions and one 6mm M.S rod ties at the edge of the slab circumferentially including cost of moulding, curing, finishing and well placing in position and disposing off excavated earth with all initial leads and lifts in places as shown by the Departmental officers etc., complete in all respects and as directed by the Engineer in charge. |
| 61 | Drilling of 4 1/2\\" diameter bore well by using in well rig in hilly area including transporting charges and insertion of casing pipe (including cost of casting pipe and as directed by the Engineer in charge. |
| 62 | Labour charges for inserting casing pipes assembly (With slot or without slot) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality and as directed by the Engineer in charge. |
| 63 | Plantation of trees and landscaping works after the completion of the construction activity |
| 64 | Air Quality Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 65 | Noise Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 66 | Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 67 | Sub-Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 68 | Soil / Silt quality Monitoring at 3 locations once per year (for details, refer volume-II - technical specification) |
| 69 | Revision/ updation of safeguard documents |
| 70 | Leaflet/ pamphlet printing (project dissemmination) Please Enable Macros to View BoQ information |
