WSS for COB Shaibol

Amount

SCHEDULE ‘A’ PART-I (WATER SUPPLY SCHEME)

Supply installation testing & commissioning of 15 HP Vertical open well submersible pump 11 KW 53 to 105 Mtr head, Discharge 820 to 300 LMP outlet 65mm dia head 3 phase including suitble starter deta starter

Supply installation testing & commissioning of 5 HP Horizental open well submersible pump 63 Mtr head, Inlet 65mm outlet 50mm dia single phase including suitable starter delta starter

Supply and fixing of 6 Sqmm Copper cable flat three core

Supply and fixing of 16 Sqmm, 4 core armoured aluminium insulated armoured cable 1.1 KV as per IS 7098 (Part-I) 1988

Providing and fixing 65mm dia nominal bore GI Pipes complete with G.I. fittings including trenching and refilling etc

Providing and fixing 50mm dia nominal bore GI Pipes complete with G.I. fittings including trenching and refilling etc

Providing and fixing 40 mm dia nominal bore GI Pipes complete with G.I. fittings including trenching and refilling etc

Providing and fixing 50mm dia Gun metal valve Non Return valve of approved quality vertical

Providing and fixing 40 mm dia Gun metal valve Non Return valve of approved quality vertical

Providing and fixing 50 mm nominal G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws bore

Providing and fixing 40 mm nominal G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws bore

Providing and fixing 65mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end)

Providng and fixing 40mm dia gun metal gate valve with C.I. wheel of approved qualtiy (screwed end)

SCHEDULE ‘A’ PART-II (2x RCC WATER STORAGE TANK)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50m and lift upto 1.5 M as directed by Engineer -in-charge: all kind of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5M, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50M . all kind of soil

1:3:6 (1 cement : 3 coarse sand (zone -III) : 6 graded stone aggregate 20mm nominal size)

Centering and shuttering including struttin, propping etc and removal of form work for retaining walls, return walls ( any thickness including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Centering and shuttering including struttin, propping etc and removal of form work for suspended floors, roofs, landings, balclonies and access plateform

Steel reinforcement of R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo-Mechanically Treated bars of grade FE-500 D

Reinforced cement concrete work in walls(any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc above plinth level up to floor five level excluding cost of centering, shutering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 corse sand (zone-III) : 3 graded stone nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 digree landings, balconies, shelves, Chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding excluding cost of centering, shutering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 corse sand (zone-III) : 3 graded stone nominal size)

15mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand)

Extra for providng and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers

M/S Raj Enterprise

Dhruv Enterprises

M/S Leimarel Sidabi

M/S H MANI SHARMA & SONS