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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.0 LAdmitted-Finance BHUCHO | ₹54.0 L | L1 | Admitted-Finance |
| 2 | L2₹54.7 L+₹73,380.62 (1.36%)Admitted-Finance HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | ₹54.7 L+₹73,380.62 (1.36%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURESH KUMAR CONTRACTOR L1 | HARDEV SINGH AND CO. L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of diversion for traffic, 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. | 11,716.65 | cum | 114 ₹13,35,698.1 Lowest | 117 ₹13,70,848.05 |
| 2.00 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. | 799.51 | cum | 50 ₹39,975.5 Lowest | 55 ₹43,973.05 |
| 3.00 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 31.06 | cum | 8,100 ₹2,51,586 Lowest | 8,200 ₹2,54,692 |
| 4.00 | 10mm thick Cement Plaster 1:3 | 212.4 | sqm | 215 ₹45,666 | 210 ₹44,604 Lowest |
| 5.00 | 10mm thick cement plaster 1:3 on floors. | 119.48 | sqm | 166 ₹19,833.68 | 160 ₹19,116.8 Lowest |
| 6.00 | 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 | 180 | Each | 226 ₹40,680 | 200 ₹36,000 Lowest |
| 7.00 | Providing and fixing of Alfa valve of 200 mm dia complete Including all tax and charges | 118 | No | 1,090 ₹1,28,620 Lowest | 1,100 ₹1,29,800 |
| 8.00 | Laying , fixing & jointing of U.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 | 8,184 | Mtr | 59 ₹4,82,856 | 56 ₹4,58,304 Lowest |
| 9.00 | 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. | 126 | Each | 1,560 ₹1,96,560 | 1,550 ₹1,95,300 Lowest |
| 10.00 | Providing & fixing 200 mm Dia. Elbow (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. | 173 | Each | 1,050 ₹1,81,650 Lowest | 1,100 ₹1,90,300 |
Tender Value
₹51.5 L
EMD Value
₹1.0 L
Closing Date
21 Apr 2026, 12:00 pmClosed
Executive Engineer Kandi Canal 1andGround waterHSP
Executive Engineer Kandi Canal 1andGround waterHSP
ESTIMATE FOR THE EXTENSION OF ALREADY LAYED UNDERGROUND UPVC PIPELINE OF THE OUTLETS 25590/R AND 23216/R DIRECT OUTLETS AND 50/R 30210 OF JUJHAR DISTRIBUTARY OF KANDI CANAL STAGE-1, HOSHIARPU
2026_WR_165858_1
60
Open Tender
Civil Works - Canal
Item Rate
60 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.0 L
Yes
22 Apr 2026
11 Apr 2026
21 Apr 2026
11 Apr 2026
21 Apr 2026
11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of diversion for traffic, 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. | - | cum | - | - |
| 2 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. | - | cum | - | - |
| 3 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | - | cum | - | - |
| 4 | 10mm thick Cement Plaster 1:3 | - | sqm | - | - |
| 5 | 10mm thick cement plaster 1:3 on floors. | - | sqm | - | - |
| 6 | 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 | - | Each | - | - |
| 7 | Providing and fixing of Alfa valve of 200 mm dia complete Including all tax and charges | - | No | - | - |
| 8 | Laying , fixing & jointing of U.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 | - | Mtr | - | - |
| 9 | 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. | - | Each | - | - |
| 10 | Providing & fixing 200 mm Dia. Elbow (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. | - | Each | - | - |
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