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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | ₹16.4 L | L1 | Accepted-AOC Lowest rates |
| 2 | L2₹17.7 L+₹1.3 L (7.74%)Rejected-AOC H NO B 111 76 2 PAKHON WAL BAGH SAHORIA STREET BARNALA | SANGRUR | PUNJAB | 148024 | ₹17.7 L+₹1.3 L (7.74%) | L2 | Rejected-AOC High rates |
| Sl No | Description | Qty | Unit | SHIV KUMAR CONTRACTOR L2 | TARJINDER SINGH AND COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) | 23.43 | cum | 805 ₹18,861.15 | 747.23 ₹17,507.6 Lowest |
| 2.00 | Dismantling concrete (Cement concrete plain 1:3:6 mix) | 29.21 | cum | 1,152 ₹33,649.92 | 1,069.34 ₹31,235.42 Lowest |
| 3.00 | Cement concrete 1:3:6 mixing by manual means using concrete mixer volumetric type (for toe wall) | 29.21 | cum | 5,381 ₹1,57,179.01 | 4,996.53 ₹1,45,948.64 Lowest |
| 4.00 | Dressing side slopes & preparation of sub grade for Lining | 788.65 | sqm | 21 ₹16,561.65 | 19.23 ₹15,165.74 Lowest |
| 5.00 | 115 mm thick brick on edge lining in herringbone bond/zig-zag or other specified pattern laid in 1:3 cement sand mortar over LDPE over 12.5 mm thick base plaster 1:6 over dressed sub grade including laying, trenching and jointing of low density polyethylene. | 788.65 | sqm | 1,327 ₹10,46,538.55 | 1,232 ₹9,71,616.8 Lowest |
| 6.00 | Filling triangle portion under copping and side of toe wall underneath lining with 1:3 cement sand mortar | 0.72 | cum | 7,133 ₹5,135.76 | 6,623.27 ₹4,768.75 Lowest |
| 7.00 | 12.5 mm thick cement plaster 1:5 under copping | 92.81 | sqm | 214 ₹19,861.34 | 198.31 ₹18,405.15 Lowest |
| 8.00 | Earthwork in excavation in foundations,trenches etc in all kind of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom andside slopes of trenches,stacking the excavated soil clear from the edge of excavation. | 135.12 | cum | 215 ₹29,050.8 | 199.41 ₹26,944.28 Lowest |
| 9.00 | (19.33) Laying brick on edge coping 550mm wide and 115mm thick in cement sand mortar 1:3 | 169.22 | M | 512 ₹86,640.64 | 474.58 ₹80,308.43 Lowest |
| 10.00 | Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects | 50 | Hour | 43 ₹2,150 | 39.83 ₹1,991.5 Lowest |
Tender Value
₹15.8 L
EMD Value
₹31,600
Closing Date
8 May 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
ESTIMATE FOR RESTORING DAMAGED AND SLIP LINING at RD 67275 right(150FT),69600 right(130FT) 69925 right(200FT) AND 70640 RIGHT(75 FT) GHAGGAR BRANCH IN NABHA SUB DIVISION
2026_WR_167113_1
11 Dated 27.04.2026
Open Tender
Civil Works - Canal
Item Rate
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹31,600
Yes
Lehal Canal Division WRD Punjab Patiala
10 Jun 2026
27 Apr 2026
8 May 2026
27 Apr 2026
8 May 2026
27 Apr 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) | 23.43 | cum | 718.49 | ₹16,834.22 |
| 2 | Dismantling concrete (Cement concrete plain 1:3:6 mix) | 29.21 | cum | 1,028.21 | ₹30,034.01 |
| 3 | Cement concrete 1:3:6 mixing by manual means using concrete mixer volumetric type (for toe wall) | 29.21 | cum | 4,804.36 | ₹1,40,335.36 |
| 4 | Dressing side slopes & preparation of sub grade for Lining | 788.65 | sqm | 18.49 | ₹14,582.14 |
| 5 | 115 mm thick brick on edge lining in herringbone bond/zig-zag or other specified pattern laid in 1:3 cement sand mortar over LDPE over 12.5 mm thick base plaster 1:6 over dressed sub grade including laying, trenching and jointing of low density polyethylene. | 788.65 | sqm | 1,184.62 | ₹9,34,250.56 |
| 6 | Filling triangle portion under copping and side of toe wall underneath lining with 1:3 cement sand mortar | 0.72 | cum | 6,368.53 | ₹4,585.34 |
| 7 | 12.5 mm thick cement plaster 1:5 under copping | 92.81 | sqm | 190.68 | ₹17,697.01 |
| 8 | Earthwork in excavation in foundations,trenches etc in all kind of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom andside slopes of trenches,stacking the excavated soil clear from the edge of excavation. | 135.12 | cum | 191.74 | ₹25,907.91 |
| 9 | (19.33) Laying brick on edge coping 550mm wide and 115mm thick in cement sand mortar 1:3 | 169.22 | M | 456.33 | ₹77,220.16 |
| 10 | Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects | 50 | Hour | 38.3 | ₹1,915 |
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