Construction of Permanent Pump House of discharge 10 Cs. at RD Km 4.28 Left of Munak Canal with 2 Nos. V.T pumps having discharge 5 Cs. each to safeguard 180 Acre Agricultural land of village Gagsina against flood water (Civil Work).

Amount

Works Details

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no. 5.7.4

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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no. 4.12.1

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site 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 of R.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 the Engineer-in-charge M-15 grade plain cement concrete upto plinth level including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no.6.22.2.2

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site 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 of R.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 the Engineer-in-charge M-15 grade plain cement concrete All works above plinth level upto floor IV level including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item No. 6.22.1.2

Providing 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 approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. All works up to plinth level including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no.6.25.1

Providing 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 approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. All works above plinth level up to floor IV level including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no.6.25.2

Centering and shuttering including strutting, propping etc. andremoval of form work for : Foundations, footings, bases for columns including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR 6.29.1

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR 6.29.2

Centering and shuttering including strutting, propping etc. and removal of form: Suspended floors, roofs, landings, balconies including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no. 6.30.3

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:3 (1 cement: 3 coarse sand) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR 7.21.1

Brick work with common burnt clay non-modular bricks of class designation 10.5 in Super Structure above plinth in: Cement mortar 1:3 (1 cement: 3 coarse sand) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR 7.22.1

10 mm cement plaster of mix : 1 :5 (1 cement: 5 fine sand) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications HSR 11.95.1

Steel 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 Thermo-Mechanically Treated bars of grade Fe-500D kg or more including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no. 6.33.6

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1 .20 mm M.S. laths with 1.20 mm thick top cover including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR 13.37.2

Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets & screws, fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 gauge fly mesh with 144 holes per square Inch including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item No. 13.23.2

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately} Second class teak wood 35 mm thick shutter including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR 12.7.1.1

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR item no. 11.76

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications.HSR item No.11.78

Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete (With residual type petroleum bitumen of grade VG -10 ) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications HSR item no 9.10.1

Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat:(With common burnt clay non-modular brick tiles of class sqm designation 10 ) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR item no 9.14.1

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.(75 mm dia) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR Item no 9.57.1

Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. (Group-A) including S/o & C/o material and labour charges complete in all respect as per direction of Engineer-in-Charge, as per approved drawing/ design supplied by the department & as per PWD specifications. HSR item no 23.4.1.1

Credit of brick work