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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m in any kind of soil complete all as specified and directed. |
| 2 | As item no. 1 above and extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials (1.5 m to 3.00 m) complete all as specified and directed. |
| 3 | As item no. 1 above and extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials (3.0 m to 4.50 m) complete all as specified and directed. |
| 4 | Earth work in excavation in any type of soil by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil complete all as specified and directed. |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m for all kinds of soil & Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia complete all as specified and directed. |
| 6 | Boring/drilling bore well of 350mm dia for casing/ strainer pipe, by mechanical method/suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level for All Types Of Soil. |
| 7 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes 200 mm nominal size dia having minimum wall thickness 5.40 mm, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, complete all as specified and directed. |
| 8 | Material and labour for Gravel packing in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, complete all as specied and directed. |
| 9 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) complete all as specied and directed. |
| 10 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW 200 mm nominal size dia (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, complete all as specified and directed. |
| 11 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, complete all as specified and directed. |
| 12 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, complete all as specified and directed. |
| 13 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, complete all as specified and directed. |
| 14 | Providing and laying in position ready mixed concrete(RMC) for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum. Note :- Work will be carried out through RMC only after carried out of all testing by engineer-in-charge |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls complete all as specified and directed. |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources complete all as specified and directed. |
| 17 | Material and labour for Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) complete all as specified and directed. |
| 18 | Material and labour for rendering 15mm thick in CM (1:4) on fair faces of brick/concrete surfaces of walls mixed with water proofing compound (paid separately) and finished fair and even (without using extra cement ) complete all as specified and directed. |
| 19 | Supply only liquid waterproofing compound. |
| 20 | Material and labour for Steel reinforcement TMT bars 500-D 10 mm dia and above for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level complete all as specified and directed. |
| 21 | Providing and laying non-pressure NP2 class (light duty) 250 mm dia. R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. including cement concrete (1:3:6) type C-1 (using 20mm graed stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested completely surroundiung for 250mm bore of pipes complete all as specified and directed. |
| 22 | Providing and fixing soil, waste and vent pipes 250 mm Sand cast iron S&S pipe as per IS: 1729 complete all as specified and directed . |
| 23 | Providing and fixing 250mm bend Sand cast iron S&S as per IS - 1729 of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete complete all as specified and directed. |
| 24 | Supply and fixing poly propylene- Random - Co - Polymer (PPR) pipes PN-10 (SDR 11) - 110 mm Outer dia in wall or in trenches complete all as specified and directed. |
| 25 | Supply and fixing PVC (SWR) bends Supplied and Fixed Bore In 110mm complete all as specified and directed. |
| 26 | Supply and fixing PVR SWR couplers (100mm dia) complete all as specified and directed. |
| 27 | Supply and fixing for stack clamps any dia out of 50 mm by 5 mm flat iron complete all as specified and directed. |
| 28 | Material and labour for 50mm thick factory made SFRC (Steel Fibre Reinforced Concrete) cover with external frame of equal angle iron 50 x 50 x 6 mm(heavy duty HD-20 grade designation) and 10mm dia TMT bar @150mm C/C between angle frame, including embossed handle (2 Nos) in each cover, rectangular section of area not exc 1.0 sqm conforming to IS-12592 fixed over drainage in cement concrete 1: 2:4. complete all as specified and directed. Note : Rates of Precast RCC, angle iron frame and TMT are included in this items and size of cover slab shall be finalized by GE |
| 29 | Material and labour for plain cement concrete type B-0 PCC (1:2:4) (using 12.5 mm graded granite stone aggregate) as in benching of manholes, roof kerbs, mud stops,Surafce channel, drain, rounded or chamfered on edges, hardstading complete all as specified and directed. |
| 30 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 31 | Material and labour for Structural steel work in single section, hinges, handle, plate fixed with or without connecting plate, including fabrication, cutting, hoisting, fixing in position with necessary welding or riverting and applying a priming coat of approved steel primer complete all as specified and directed. |
| 32 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade of two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture including prepartion of newly surface. |
| 33 | Cutting holes up to 30x30 cm in common burnt clay F.P.S. (non modular) bricks walls including making good the same complete all as specified and directed. |
| 34 | Cutting opening in cement concrete walls (any descript-ion) for door, window and other openings (with or without reveals) or enlarging existing openings,including trimming surfaces to receive rendering, etc. |
| 35 | Cleaning of chocked sewer line/drain line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm complete all as specified and directed. |
| 36 | Material and labour for making plinth protection 75mm thick of cement concrete 1:3:6 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) including laid to slop of 1:12, finished surface even and fair without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering where directed and providing 6 mm wide joints through out the thickness of plinth protection duly filled with mastic filling (one part of hot bitumen 85/25 and three part of fine sand by weight) in every 3 mtr or direction changing pointing and necessary excavation, levelling & dressing & finishing the top smooth over and including 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand complete all as specified and directed. |
| 37 | Material and labour for hardcore in layers of gauge n exc 63 mm, deposited, spread, and levelled in layer n exc 15 cm thick watered and rammed/rolled to a true surface complete all as specified and directed . |
| 38 | Material and labour for liquid water/damp proofing tratement on podium/wall/plith protection surface and applying three coats of fiber reinforced elastomeric liquid water proofing treatment incluing crack seal treatment as per site requirement, formulated with select elastomeric and resilient acrylic polymers and reinforcing polyester fiber, upon curing, forms a thick seamless, durable treatment. Apply self priming coat with 33% of water dilution in a verticle or horizontal surface. Treatment should be viscous liquid apprearence, colour white and applied :(a) Apply first coat of the material shoulde be apply in both direction of surface without dilution to achieve a forced system coverage of 0.93 sq metre per liter. Allow it to dry for 4-6 hours between coats.(b) Apply second coats without dilution to achieve the forced system coverage of 1.20 sqm per liter on perviously painting surface with high quality. Allow it to dry for 4-6 hours between second and third coats.(c) Apply Third coats without dilution to achieve the forced system coverage of 2.32 sqm per liter on perviously painting surface with high quality. Allow it to dry for 4-6 hours before exterior emulation paint.Note :- Executive as per manufacture instruction including scaffolding, trestles, ladders cradles and necessary safety measures complete all as directed by Engineer-in-chage. Make Asian Paint (Smart care Damp proof) or equivelent of BERGER/SHALIMAR. |
| 39 | Supply and fixing stainless steel Tubular/float level indicator ranging upto 10m with accuracy of 10mm with complete fittings, installation and all the necessary arrangement all as per specified by manufacturer and directed. |
| 40 | Demolishing or cutting in trenches by mannual mean in cement concrete 1:3:6 or richer mix (including equivalent design mix) manually/by mechanical means complete all as specified and directed. |
| 41 | Disposal of building rubbish / malba / excavated material or similar unserviceable, dismantled or waste materials by mechanical/mannual means, including loading, transporting, unloading including all lifts involved from MoD land. Please Enable Macros to View BoQ information |
