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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.2 LAccepted-Finance | L1 | Accepted-Finance Due to lower Rates | |
| 2 | L2₹34.4 L+₹3.2 L (10.3%)Rejected-Finance 142 RANJIT AVENUE AMRITSAR | AMRITSAR | PUNJAB | 143001 | L2 | Rejected-Finance Due to higher Rates |
| Sl No | Description | Qty | Unit | G K CONSTRUCTION L2 | LAKHI GORIA CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m | 4,799.9 | cum | 45 ₹2,15,995.5 | 37 ₹1,77,596.3 Lowest |
| 2.00 | Excavation of soil using hydraulic excavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts, excluding royalty | 2,227.6 | cum | 350 ₹7,79,660 | 325 ₹7,23,970 Lowest |
| 3.00 | Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering, rolling as per specifications for compaction. | 6,055.6 | cum | 110 ₹6,66,116 | 101 ₹6,11,615.6 Lowest |
| 4.00 | Dressing of Earth work (NEW). | 5,107.6 | sqm | 2 ₹10,215.2 | 1.6 ₹8,172.16 Lowest |
| 5.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing. 0-1.50 mtr. depth | 148.6 | cum | 200 ₹29,720 | 161 ₹23,924.6 Lowest |
| 6.00 | Dressing side slopes and preparation of sub grade for lining. | 1,481.06 | sqm | 30 ₹44,431.8 | 21 ₹31,102.26 Lowest |
| 7.00 | Single layer brick lining 75mm thick for Irrigation channels (Distributaries and minors) cup and trapezoidal section for all depth consisting of first layer 12.5 mm thick cement plaster 1:5 on sub grade and finished, second layer of 10 mm thick cement plaster 1:3 properly rendered and finished, 75 mm thick bricks laid in 1:3 cement sand morter over second layer. | 1,438.27 | sqm | 1,010 ₹14,52,652.7 | 925 ₹13,30,399.75 Lowest |
| 8.00 | Extra allowance for providing templates in curved portion of lining. | 349.68 | sqm | 20 ₹6,993.6 | 16 ₹5,594.88 Lowest |
| 9.00 | Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar. | 2.66 | cum | 6,500 ₹17,290 | 6,205 ₹16,505.3 Lowest |
| 10.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3. | 1,066.8 | Mtr | 201 ₹2,14,426.8 | 176 ₹1,87,756.8 Lowest |
Tender Value
₹27.5 L
EMD Value
₹54,900
Closing Date
23 Jun 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Estimate for Relining and Strengthening from RD 150-2000 of Surajgarh Minor
2025_WR_141974_1
12/2025-26
Open Tender
Civil Works
Item Rate
30 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹54,900
Yes
14 Aug 2025
5 Jun 2025
23 Jun 2025
5 Jun 2025
23 Jun 2025
5 Jun 2025
Amount
Excavation in soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m
Excavation of soil using hydraulic excavator and hydraulic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts, excluding royalty
Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering, rolling as per specifications for compaction.
Dressing of Earth work (NEW).
Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing. 0-1.50 mtr. depth
Dressing side slopes and preparation of sub grade for lining.
Single layer brick lining 75mm thick for Irrigation channels (Distributaries and minors) cup and trapezoidal section for all depth consisting of first layer 12.5 mm thick cement plaster 1:5 on sub grade and finished, second layer of 10 mm thick cement plaster 1:3 properly rendered and finished, 75 mm thick bricks laid in 1:3 cement sand morter over second layer.
Extra allowance for providing templates in curved portion of lining.
Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar.
Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3.
Dismantling brick work tile, masonry or tile lining Dismantling dry brick work
G K CONSTRUCTION (BID ID -655033)
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