Re tender for Laying of Water Supply Pipe Line for Industrial Estate at Belkhuti Kumarikata Dist Baksa Group No 2

Amount

LAYING OF WATER SUPPLY PIPE LINE: Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary. (a) Ordinary soil

Labour charge for carrying and laying in position in trenches P.V.C. pipes with specials in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directe (h) 160 mm dia

Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints). (d)150 mm dia

Labour charge for carrying and fitting, fixing C.I. foot valve including supplying the jointing materials etc. all complete as directed. (d)150 mm dia

CAST IRON NON-RETURN VALVE FLANGED TYPE (ZOLOTO or Equivalent) Conforming to IS:5312:1984 Part-I Swing type with Natural Rubber Flap, Flanges Drilled to IS:1538 PN-1.0 (f) 150mm

CAST IRON NON-RETURN VALVE FLANGED TYPE (ZOLOTO or Equivalent) Conforming to IS:5312:1984 Part-I Swing type with Natural Rubber Flap, Flanges Drilled to IS:1538 PN-1.0 (f) 200mm

Labour charge for carrying, fitting and fixing C.I. double air valve complete with supplying bolts, nuts 3 mm thick rubber insertion etc. all complete as directed. (f) 150 mm dia

U.P.V.C.Pipes [Class-4 (10Kg/cm2)] (f) 63 mm dia

U.P.V.C.Pipes [Class-4 (10Kg/cm2)] (i) 90 mm dia

U.P.V.C.Pipes [Class-4 (10Kg/cm2)] (k) 160 mm dia

U.P.V.C.Pipes [Class-4 (10Kg/cm2)] (g) 200 mm dia (8")

UPVC coupler (socket) (k) 160mm

UPVC coupler (socket) (m) 200mm

UPVC Elbow (I) 160mm

UPVC Elbow (N) 200mm

UPVC Equal Tee (k) 160mm

UPVC Equal Tee (m) 200mm

UPVC Reducing Socket (y) 160 x 140 mm

UPVC Reducing Socket (z) 160 x 110 mm

UPVC End Cap (k) 160mm

UPVC End Cap (m) 200mm

UPVC Bend 90' (k) 160mm

UPVC Bend 90' (I) 200mm

UPVC Reducing Tee (y) 160 x 90 mm

UPVC Reducing Tee (Z) 200 x 160 mm

SUPPLY RATES OF VALVES ETC. Bronze/ Gunmetal Full Way Valve (Zoloto or Equivalent). (i) 100 mm

Bronze Gate Valve (Hexagonal Type) Screwed (Zoloto or Equivalent) Bronze Gate Valve (Hexagonal Type) Screwed (Zoloto or Equivalent). (k) 100mm

BRASS FOOT VALVE CUM CHECK VALVE (i) 100mm

G.M. Stop Cock (k) 150 mm dia

C.I. Double Air Release Valve as per IS : 14845/2000 (e) 150mm

C.I. Double Air Release Valve as per IS : 14845/2000 (f) 200mm

CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING (k) 150 mm dia

Construction of inspection pit inside measurement 450mm x450mm x450mm flush with 100mm diameter HCI/PVC pipes and cement concrete base in proportion 1:3:6 over flat brick soling, 12cm brick wall in cement mortar in proportion 1:4 finished with 13mm cement plaster in proportion 1:2 in side wall and floor. 450mm x450mm air tight C.I. inspection pit cover and frame complete including supplying of materials, necessary excavation of pit as directed.

Providing fitting and fixing 450mm dia. 90mm thick C.I. Man hole cover and frame of 38 Kg. weight complete as directed and specified

Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 mm thick layer of gtranular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joint to be made leak proof , invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98-1997 and approved drawings. Single Row for one utility service

TOP CONSTRUCTION

Gajraj Enterprises

MS UNIQUE CONSTRUCTION AND SUPPLY