Water Resources Department Tender
View complete overview of Goa WRD Tender
Costs
EMD
₹ 28,140Document Cost
₹ 5,000Tender Fee
₹ 2,813
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_WRD_19452_1Bid Award Id
ViewTender No
6-9/WDI/WRD/ASW/2024-25/e-29/2Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
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Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts: IV Long Sleeve Collar Coupling (Cut & Repair Coupling) Nominal Dia in mm (j) 450
5
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HIRE CHARGES OF MACHINERIES JCB Excavator (For 8 hours)
16
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron Air valve kinetic double orifice type as per fig DK without isolating valve generally , confirming to IS1 4845/2000 (with latest amendments).Low pressure large orifice chamber with vulcanite coated timber ball resting on moulded rubber seating and chamber having C.I. cowl protection High pressure chamber shall have rubber coated timber ball as float, having Float guides ;and LTB or SS orifice nipple. The valve shall be with built in kinetic features isolating sluice valve confirming to IS:14846 mounted in a horizontal position and operated by meter wheel gearing, inlet faced and drilled to IS:1538 Table 4 & 6 . TYPE P.N. 1.0 (Class A) Dia. in mm: d) 150
3
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Refilling the pipeline/foundation trenches plinth sides,foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by Engineer in Charge
8
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts,as directed by the engineer in-charge : j) 450 mm dia
2
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Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints,for pushon tight joints, and including the cost of rubber ring, nut bolts, for flanged joint, including the cost of work force, tools, hydraulic testing of joints etc complete as per the direction of the engineer in charge: II) Flanged Socket: I) 450 mm
6
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Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : a) All works upto plinth level
6
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Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, Suitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel etc required for completion of job as per thedirection of Engineer- in -charge: j) 450 mm dia
2
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Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasketknown as TYTON joints. Class K-9: h) 450 mm dia
33
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
2.4
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All types of Ordinary rock including all types of laterite rock, blasting prohibited 40%
8
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Pump for pumping water continuously from trenches (For 8 hours)
16
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