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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC 35 MODEL TOWN G T ROAD JANDIALA GURU DISTRICT AMRITSAR | JANDIALA GURU | AMRITSAR | PUNJAB | ₹32.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹34.4 L+₹1.8 L (5.68%)Rejected-AOC | ₹34.4 L+₹1.8 L (5.68%) | L2 | Rejected-AOC L2 |
| 3 | L3₹37.2 L+₹4.7 L (14.6%)Rejected-AOC | ₹37.2 L+₹4.7 L (14.6%) | L3 | Rejected-AOC L3 |
| 4 | L4₹39.1 L+₹6.6 L (20.3%)Rejected-AOC 302 VISHAL NAGAR PH 2 BATHINDA | BATHINDA | BATHINDA | PUNJAB | ₹39.1 L+₹6.6 L (20.3%) | L4 | Rejected-AOC L4 |
| 5 | L5₹41.7 L+₹9.2 L (28.2%)Rejected-AOC | ₹41.7 L+₹9.2 L (28.2%) | L5 | Rejected-AOC L5 |
Tender Value
₹55.2 L
EMD Value
₹1.1 L
Closing Date
7 Apr 2025, 10:00 amClosed
EXECUTIVE ENGINEER KANDI CANAL 3 DIVISION
EXECUTIVE ENGINEER KANDI CANAL 3 DIVISION WRD PUNJAB HOSHIARPUR
Estimate for Laying Underground UPVC Pipeline at Lift Outlet 85200L of Kandi Canal Stage 2 Hoshiarpur
2025_WR_136736_1
42/2024-25
Open Tender
Civil Works
Item Rate
45 days
HOSHIARPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹1.1 L
Yes
25 Apr 2025
15 Mar 2025
7 Apr 2025
15 Mar 2025
7 Apr 2025
15 Mar 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
10mm thick cement plaster 1:3 on floors.
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design
Providing and fixing of Alfa valve of 200 mm dia complete Including all tax and charges
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 200 mm o/d UPVC pipe of 2.5 Kgf. / sqcm
Providing & fixing 200 mm 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 200 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 200 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 200 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)200 mm i/d Sluice Valves flanged
Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing all carriages complete (d) C.I Single air valve Screwed(Size 50mm)
Providing & fixing 200x50 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. (d)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. For air valve
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.for foundation and plinth.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Complete in all respects as per Design, 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
Star construction company (BID ID -631086)
GURDEEP KATARIA (BID ID -631578)
SITA RAM CONTRACTOR (BID ID -631536)
C.J. BUILDERS (BID ID -630742)
SHIVARADHY PROJECTS AND ENGINEERS PVT LTD (BID ID -630765)
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