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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-AOC | ₹31.4 L Quoted ₹32.5 L | L1 | Accepted-AOC Due to lower Rates |
| 2 | L2₹39.8 L+₹7.4 L (22.6%)Rejected-Finance | ₹39.8 L+₹7.4 L (22.6%) | L2 | Rejected-Finance Higher Rates |
| Sl No | Description | Qty | Unit | M K GROUP L1 | Atwal Contractors L2 |
|---|---|---|---|---|---|
| 1.00 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position | 0.8 | qtl | 11,000 ₹8,800 Lowest | 12,000 ₹9,600 |
| 2.00 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth | 125.17 | Cum | 6,700 ₹8,38,639 Lowest | 7,000 ₹8,76,190 |
| 3.00 | 10mm thick Cement Plaster 1:4 on side wall | 304.57 | Sq.Mtr | 185 ₹56,345.45 Lowest | 200 ₹60,914 |
| 4.00 | 10mm thick cement plaster 1:4 on bed and top. | 82.72 | Sq.Mtr | 143 ₹11,828.96 Lowest | 190 ₹15,716.8 |
| 5.00 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) | 30 | No | 2,900 ₹87,000 Lowest | 3,500 ₹1,05,000 |
| 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 manufacturers 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. | 100 | Each | 237 ₹23,700 Lowest | 280 ₹28,000 |
| 7.00 | Lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. Jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre/No) | 47.5 | Mtr | 76 ₹3,610 Lowest | 160 ₹7,600 |
| 8.00 | Lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. Lowering, jointing of RCC NP-2 plain end pipes 400 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. 400mm i/d pipe | 4,959.47 | Mtr | 205 ₹10,16,691.35 Lowest | 290 ₹14,38,246.3 |
| 9.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 21.48 | Sq.Mtr | 240 ₹5,155.2 Lowest | 286 ₹6,143.28 |
| 10.00 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect | 19 | Nos. | 7,100 ₹1,34,900 Lowest | 7,900 ₹1,50,100 |
Tender Value
₹30.2 L
EMD Value
₹60,363
Closing Date
20 Apr 2026, 9:00 amClosed
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala Phone No 0175 2353311
ESTIMATE FOR LINING OF WATER COURSE OF O/L R.D 19000/TF OF Kauli Minor DISTY BY LAYING OF U/G PIPELINE OF VILL. LANG BAKHSHIWALA KATHMATHI, DISTT PATIALA
2026_WR_165467_3
01/2026-27
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹60,363
Yes
20 Aug 2026
8 Apr 2026
20 Apr 2026
8 Apr 2026
20 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position | - | qtl | - | - |
| 2 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth | - | Cum | - | - |
| 3 | 10mm thick Cement Plaster 1:4 on side wall | - | Sq.Mtr | - | - |
| 4 | 10mm thick cement plaster 1:4 on bed and top. | - | Sq.Mtr | - | - |
| 5 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) | - | No | - | - |
| 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 manufacturers 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 | Lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. Jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre/No) | - | Mtr | - | - |
| 8 | Lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. Lowering, jointing of RCC NP-2 plain end pipes 400 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. 400mm i/d pipe | - | Mtr | - | - |
| 9 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | - | Sq.Mtr | - | - |
| 10 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect | - | Nos. | - | - |
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