|
| 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 | 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. |
| 5 | 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 at 2.5m height |
| 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 Matt Concrete at 2.5m depth |
| 7 | 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. |
| 8 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement and as directed by the Engineer in charge. |
| 9 | 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. |
| 10 | 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. |
| 11 | 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. |
| 12 | 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) |
| 13 | 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) |
| 14 | 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.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) |
| 15 | 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | Construction of Secondary Strom Water DrainEarth 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) |
| 19 | Soft disintegrated rock (SDR), laterite, soft rock or kankar, not required blasting and as directed by the Engineer in charge. (Second Depth of 2.00m-3.00 m) |
| 20 | 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. |
| 21 | 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 |
| 22 | 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 |
| 23 | 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 |
| 24 | 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. |
| 25 | 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. |
| 26 | 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. |
| 27 | 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 and as directed by the Engineer in charge. |
| 28 | 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. |
| 29 | 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. |
| 30 | 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. |
| 31 | Supplying and fixing of PVC pipes 110mm dia with ISI monogram(working pressure 4kg/cm2) and as directed by the Engineer in charge. |
| 32 | 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. |
| 33 | Hire charges for Dewatering - Diesel Pumpset above 5 HP with fuel and crew charges including transportation and as directed by the Engineer in charge. |
| 34 | 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. |
| 35 | Dismantling the existing brick or stone masonry work in cement mortar under 3m high including carefully clearing the debrisetc.,complete and as directed by the Engineer in charge. |
| 36 | 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. |
| 37 | Rejuvenation of Water BodiesEarth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/ tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area) and as directed by the Engineer in charge. |
| 38 | Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete and as directed by the Engineer in charge. |
| 39 | Plantation of trees and landscaping works after the completion of the construction activity |
| 40 | Air Quality Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 41 | Noise Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 42 | Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 43 | Sub-Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 44 | Soil / Silt quality Monitoring at 3 locations once per year (for details, refer volume-II - technical specification) |
| 45 | Revision/ updation of safeguard documents |
| 46 | Leaflet/ pamphlet printing (project dissemmination) Please Enable Macros to View BoQ information |
