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| 1 | Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2. |
| 2 | Sump capacity - 100 KL |
| 3 | Construction of masonry type chamber for sluice valve Size as per type design |
| 4 | Pump House |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size) |
| 9 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
| 10 | Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. |
| 11 | Foundation raft & tie beams |
| 12 | Columns |
| 13 | Beams |
| 14 | Edges of slabs and breaks in floors and walls under 20cm wide |
| 15 | Provide Ist class brick in 1:6 cement and sand mortar. |
| 16 | In foundation up to plinth |
| 17 | in superstructure |
| 18 | 40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar |
| 19 | Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as required in gratings, frames, guard bar, ladder, railing gates and similar works. |
| 20 | Door Chaukhat / section window |
| 21 | Earth filling into plinth including it's excavation. |
| 22 | Provide 40 mm thick PCC flooring in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar. |
| 23 | Provide 5mm thick glass strips on flooring 20mm deep. |
| 24 | Provide 15mm thick plaster in 1:4 cement and sand mortar. |
| 25 | Provide weather coat painting (two or more coats) to give an even shade. |
| 26 | Painting on doors and windows (two or more coats) over and including one priming coat. |
| 27 | Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete. |
| 28 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. (e) The whole terrace so finished shall be for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm mm square 3mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. |
| 29 | 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. 110 mm diameter |
| 30 | Rising Main |
| 31 | P/L Double Chambered Ductile Iron Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985 with testing of pipe line complete. |
| 32 | 100 mm dia. |
| 33 | Providing and laying D.I double chambered restrained joints specials, class K-12 IS 9523/2000 |
| 34 | 100 mm dia. |
| 35 | 11.25o |
| 36 | 22.5o |
| 37 | 45.0o |
| 38 | 90.0o |
| 39 | Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete. |
| 40 | 100 mm dia. |
| 41 | C.C. RoadDismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 42 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means - Cement Concrete |
| 43 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C.1:4:8 in base |
| 44 | Cement Concrete (PCC M-30) Pavement:Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels,rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and gradeas per drawings and technical specifications.P.C.C.1:1.5:3 in top |
| 45 | Providing & Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete.PN 16 |
| 46 | 150 mm |
| 47 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. C.I. Double Acting Air Valve PN 1.6 |
| 48 | 80 mm |
| 49 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks |
| 50 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 51 | (1) Supply of Electric driven horizontal Multi stage Nagetive suction head (NNSH) centrifugal clear water pump capable of delivering 600 LPM discharge against a total head of 40m complete with coupling and coupling guards of all accessories. (01 No. running & 1 No. as stand by with 1 No. spare Pump Set)(2) Supply of 15 HP TEFC type 2 Pole Electric Motor squirrel cage 2900RPM suitable to operate on 415 +/- 10% Volts, 3 Phase, 50 Hz AC.(3) Supply of MS fabricated heavy duty base plate for mounting above Pump and Motor |
| 52 | Supply of fully automatic air cooled VFD based starter for 15 HP suitable to control above motor with overload & under voltage protections. |
| 53 | Power Wiring Material Complete power wiring to carry out wiring from main to Pump House control panel to starter and to motors as detailed below:(i) 10 Sq.mm 1x3Rx3 core cu. cond. submersible cable- 200Mt.(iii) Jointing material- 2 Sets |
| 54 | Earthing Material (i) Complete double earthing materials such as earth plate, earth strips, coal, salt etc. required as per IE rules. |
| 55 | Main Piping and ValvesSupply of 100mm size seamless main piping and valves as comprising of following of comprising details given below:-A. Suction Side(i) CID/F Sluice Valve of size 100 mm with hand wheel class 1.0 PN - 4 Nos.(ii) MSD/F bend 90º x 100 mm - 4Nos.(iii) MSD/F taper size pump inlet x 100 mm - 2Nos.(iv) MSD/F pipe 100 mm size in 1.5 m length - 4Nos.(iv) MSD/F pipe 100 mm size in 3 m length - 4Nos.(v) Blind flange 100 mm size of common header - 1 No.B. Delivery Side(i) CID/F Sluice Valve of size 100 mm with hand wheel class 1.6 PN - 2 Nos.(ii) CID/F swing check valve of size 100 mm with hand wheel class 1.6 PN - 2(iii) MSD/F enlarger pump outlet x 100 mm - 2 Nos.(iv) MSA/F Tee size 100 mm x 100 mm x 100 mm - 2 Nos.(vi) MSD/F distance piece 100 mm size in 1 m length - 2 Nos.(vii) MSD/F distance piece 100 mm size in 2 m length - 2 Nos.(vii) MSD/F distance piece 100 mm size in 3 m length - 2 Nos.(v) Blind flange 100 mm size of common header- 1 No.(ix) Nuts, Bolts, Rubber / Fibre packing for jointing above pipes and specials - 1 SetC. Bye Pass Arrangement(i) CID/F Sluice Valve of size 100 mm with hand wheel class 1.6 PN - 1(ii) CID/F swing check valve of size 100 mm with hand wheel class 1.6 PN - 1(iii) 100 mm x 100 mm x 100 mm MSA/F Tee - 1 No.(iv) MSD/F bend 90º x 100 mm - 3 Nos. |
| 56 | Gauges(a) Presssure Gauge 100 mm dial with control cock and complete fittings of range 0-50 Kg/cm2 - 2 Nos.(b) Compound cock gauge 100 mm dial with control cock and complete fittings of range 0- ±1 Kg/cm2 - 2 Nos. |
| 57 | Supply of rubber resistance sheet of size 1m x 2m x 0.025m |
| 58 | 25 KVA Servo voltage stabilizer copper wound 3phase , 4 wire , input voltage (300-480) Volt output voltage 400± 1% volt suitable for pumping plant with all accessories as TPN change over switch, cable & earthing works complete. |
| 59 | Installation and Commissioning of Pumping Plants with acessories inside the pump house but without civil works such as laying of foundations, cable trenches etc. |
| 60 | Testing of Pumping Plants against guaranteed figures of 'Schedule E'(a) At Site |
| 61 | Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-Incharge of works. Please Enable Macros to View BoQ information |
