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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹40.5 L+₹2.2 L (5.84%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical SHOP NO 06 DEPUR MOHALLA GOENWAL TALWARA HOSHIARPUR PUNJAB | HOSHIARPUR | HOSHIARPUR | PUNJAB | 144222 | - | Rejected-Technical Rejected | |
| 4 | Rejected-Technical HOSHIARPUR | HOSHIARPUR | PUNJAB | - | Rejected-Technical Rejected |
Tender Value
₹36.7 L
EMD Value
₹73,379
Closing Date
27 Jan 2025, 10:00 amClosed
EXECUTIVE ENGINEER KANDI CANAL 3 DIVISION
EXECUTIVE ENGINEER KANDI CANAL 3 DIVISION WRD PUNJAB HOSHIARPUR
ESTIMATE FOR LAYING OF RCC AND UPVC UNDERGROUND PIPELINE OF OUTLET AT RD 7596 L OF PANWAN DISTY HOSHIARPUR
2025_WR_132709_1
37/2024-25
Open Tender
Civil Works
Item Rate
45 days
MUKERIAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹73,379
Yes
7 Feb 2025
11 Jan 2025
27 Jan 2025
11 Jan 2025
27 Jan 2025
11 Jan 2025
Amount
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for. All classes of soil except rocky
Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
10mm thick Cement Plaster 1:3
Providing & fixing 160mm alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 160 mm O/d UPVC pipe of 2.5 Kgf. / sqcm
Providing lowering precast 200 mm concrete NP-2 end pipes and collar with reinforcement,in trenches to correct gradient and alignment,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends and fixing collar, with cement mortar 1:2 into trenches for all depths and laying oout same to correct alignment,gradient,levels etc,complete in all respect (For150 mm or above)
Providing & fixing 160mm Dia. Equal Tee (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.
Providing & fixing 160 mm Dia. Short OR long Bend (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.
Providing & fixing 160 mm PVC BENDS OF 45 DEGREE (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.
Providing & fixing 160 mm Dia. Socket (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.
Providing & fixing 160 mm Tail end point 6kg with M.S./C.I. flange(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge)(A) Class PN-1 as per ISI (g)160/150 mm i/d Sluice Valves flanged
Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing all carriages complete C.I Single air valve Screwed(Size 50mm)
Providing & fixing 160x50 mm Dia. MS Service saddle (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.
Providing & fixing 200/250x50 mm Dia. MS Service saddle (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.
Providing, laying, fixing, testing and commissioning of C Class heavy duty MS Pipe conforming to IndianStandard IS:1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nutsbolts, gasketsetc. fixing the pipe on the wall /ceiling with suitable clamp sandpainting with two or more coats of synthetice paint of required shade complete in all respects. (G)50mm internal diameter
Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.6 m. x 0.6 m.
Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9 m. x 0.9 m.
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring.
Shuttering for faces of concrete foundations and foundation beam & Plinth beam (vertical or battering). Complete in all respects as per designs, specifications and instructions of engineer in charge
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete.
Any Other Item (CSR + SP)
THE TOE CO OP L/C SOCIETY (BID ID -612485)
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