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| 1 | Supplying, filling, spreading & levelling activated carbon in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-Charge. |
| 2 | Supplying, filling, spreading & levelling Ceramic Dust Size <0.5mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-Charge. |
| 3 | Providing and fixing of Control valve 200mm dia including loading unloading transport complete in all respect as per satisfaction of engineer in-charge |
| 4 | Providing and fixing of Flow Meter 200mm including loading umloading transprot complete in all respect as per satisfaction of engineer incharge |
| 5 | Providing and fixing of Nylon Mesh |
| 6 | Jute Mesh |
| 7 | Providing and fixing of SS Screen for recharge pit |
| 8 | Boring/drilling bore well of required dia for casing/ strainer pipe, by 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, beyond 90 metre & up to 200 metre depth below ground level. |
| 9 | Providing and fixing of FRP drain cover with frame (600mm x 600mm) including loading and unloading complete in all respect as per satisfaction of engineer inchage |
| 10 | 4.14.01Earth work in excavation 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.For water tanker |
| 11 | 6.22.1.2Providing and laying in position ready mixed plain cementconcrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported tosite of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping ofR.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of theEngineer-in-charge.(Note :- Less cement used as per design mix is recoverable.However no extra payment shall be made if excess cement is used as per design mix).M-15 grade plain cement concrete (cement content considered @ 240kg/cum) |
| 12 | 6.30.1Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for sqm mass concrete |
| 13 | 6.30.2Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | 6.30.3Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and |
| 15 | 6.25.1Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approveddesign mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportionsas per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). |
| 16 | 6.26.1Extra for providing richer mixes up to plinth and at all floor levels.6.27(Note :- Less cement used as per design mix is recoverable.However no extra payment shall be made if excess cement isused as per design mix).Providing M-30 grade concrete instead of M-25 cum grade BMC/ RMC. (Note:- Cement contentconsidered in M-30 is @ 340 kg/cum)quanity as per Sr no. 6 ( HSR 6.25.1) |
| 17 | 6.33.6Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. |
| 18 | 33.14Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravellayer, for all leads & lifts, all complete as per direction ofEngineer -in-charge. |
| 19 | 33.13Supplying, filling, spreading & levelling gravels of size range 5mm to 1 O mm, in the recharge pit, over the existing layer ofboulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 20 | 20.91Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge |
| 21 | 21.28Providing and fixing of PVC Rungs capacity upt 120KG Maximum Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge |
| 22 | 11.2018 mm cement plaster in two coats under layer 12 mm thick cement plaster sqm 84 74 158 1 :5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1 :3(1 cement : 3 coarse sand) finished rough with sponge. Please Enable Macros to View BoQ information |
