Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.5 LAccepted-AOC ROPAR CANALS AND GROUND WATER MODEL JAL SAROT VIBHAG PUNJAB ROPAR | ₹87.5 L Quoted ₹92.0 L | L1 | Accepted-AOC low |
| 2 | L2₹93.9 L+₹2.0 L (2.14%)Rejected-AOC DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | ₹93.9 L+₹2.0 L (2.14%) | L2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | DEEP ENTERPRISES L1 | M/s M.K. Construction Co. L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 257.1 | Cum | 82 ₹21,082.2 Lowest | 90 ₹23,139 |
| 2.00 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead of 15 metres including breaking of clods. | 3,356.55 | Cum | 115 ₹3,86,003.25 Lowest | 120 ₹4,02,786 |
| 3.00 | Dressing of New Earthwork | 1 | Sqm | 1.4 ₹1.4 Lowest | 2.5 ₹2.5 |
| 4.00 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. | 538.09 | Cum | 145 ₹78,023.05 Lowest | 150 ₹80,713.5 |
| 5.00 | Re-handling of earthwork recently executed | 257.1 | Cum | 65 ₹16,711.5 Lowest | 66 ₹16,968.6 |
| 6.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 7.97 | Km | 848 ₹6,758.56 Lowest | 850 ₹6,774.5 |
| 7.00 | Dressing of Bed and preparation of sub grade for lining. | 4,334.35 | Sqm | 11.5 ₹49,845.03 Lowest | 13 ₹56,346.55 |
| 8.00 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 46.16 | Cum | 190 ₹8,770.4 Lowest | 205 ₹9,462.8 |
| 9.00 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | 44.59 | Sqm | 308 ₹13,733.72 Lowest | 320 ₹14,268.8 |
| 10.00 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) | 1 | Cum | - | 230 ₹230 Lowest |
Tender Value
₹78.5 L
EMD Value
₹1.6 L
Closing Date
4 Aug 2026, 11:00 amClosed
Executive Engineer
Ropar Canal and Ground Water Division WRD Punjab
ESTIMATE FOR BRICKWORK LINING OF WATERCOURSE OF OUTLET AT RD 31500 L OF DEHLON DISTY
2026_WR_171817_1
42/22A/2026-27
Open Tender
Civil Works
Item Rate
90 days
village lehra ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹1.6 L
Ropar Canal and Ground Water Division WRD Punjab
18 Sept 2026
13 Jul 2026
4 Aug 2026
13 Jul 2026
4 Aug 2026
13 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 257.1 | Cum | - | - |
| 2 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead of 15 metres including breaking of clods. | 3,356.55 | Cum | - | - |
| 3 | Dressing of New Earthwork | 1 | Sqm | - | - |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. | 538.09 | Cum | - | - |
| 5 | Re-handling of earthwork recently executed | 257.1 | Cum | - | - |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. | 7.97 | Km | - | - |
| 7 | Dressing of Bed and preparation of sub grade for lining. | 4,334.35 | Sqm | - | - |
| 8 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | 46.16 | Cum | - | - |
| 9 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | 44.59 | Sqm | - | - |
| 10 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) | 1 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.70 MB
BOQ_349469.xls
BOQ • 0.24 MB
ccess.pdf
Tender Documents • 0.14 MB
3of42of31500.pdf
PDF • 0.11 MB
02of42corr.pdf
PDF • 0.31 MB
1of42of31500.pdf
PDF • 0.52 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .