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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.9 LAccepted-AOC | ₹11.9 L | 1 | Accepted-AOC aoc |
| 2 | 2₹13.6 L+₹1.7 L (14.7%)Rejected-Finance | ₹13.6 L+₹1.7 L (14.7%) | 2 | Rejected-Finance not lowest bid |
| Sl No | Description | Qty | Unit | PARVEEN VERMA CONTRACTOR L2 | ARSH ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00- | |||||
| 1.01 | Excavation by mechanical means (JCB or hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open areas, including dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil outside/inside the town involving lead up to 15 meters, complete in all respects. | 2,571.15 | Cum | 120 ₹3,08,538 | 112 ₹2,87,968.8 Lowest |
| 2.00 | 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. | 107.6 | Cum | 250 ₹26,900 | 228 ₹24,532.8 Lowest |
| 3.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 59.82 | Sq.Mtr | 290 ₹17,347.8 | 263 ₹15,732.66 Lowest |
| 4.00 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means | 10.62 | Cum | 5,300 ₹56,286 | 5,200 ₹55,224 Lowest |
| 5.00 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means | 8.55 | Cum | 6,350 ₹54,292.5 | 6,335 ₹54,164.25 Lowest |
| 6.00 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | 55.29 | Cum | 8,100 ₹4,47,849 | 8,000 ₹4,42,320 Lowest |
| 7.00 | 10mm thick Cement Plaster 1:4 | 170.37 | Sq.Mtr | 200 ₹34,074 | 175 ₹29,814.75 Lowest |
| 8.00 | 10mm thick cement plaster 1 : 4 on floors. | 37.59 | Sq.Mtr | 140 ₹5,262.6 | 132 ₹4,961.88 Lowest |
| 9.00 | 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 | 1 | qtl | 11,200 ₹11,200 | 11,000 ₹11,000 Lowest |
Tender Value
₹11.0 L
EMD Value
₹22,000
Closing Date
15 Apr 2026, 10:00 amClosed
Executive Engineer, Bist Doab Canal GW Div JAL
Executive Engineer, Bist Doab Canal GW Div JAL
ESTIMATE FOR RESTORATION OF WATER COURSE OF OUTLET RD 23000/L OF BAKHLAUR DITCH BY LAYING RCC PIPELINE
2026_WR_165071_1
BDD/BDC/2026-27/1
Open Tender
Civil Works
Item Rate
90 days
NAWANSHAHR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹22,000
Yes
25 May 2026
1 Apr 2026
15 Apr 2026
1 Apr 2026
15 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1- | |||||
| 1.01 | Excavation by mechanical means (JCB or hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open areas, including dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil outside/inside the town involving lead up to 15 meters, complete in all respects. | - | Cum | - | - |
| 2Earth 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. | |||||
| 3Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | |||||
| 4Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means | |||||
| 5Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means | |||||
| 6First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | |||||
| 710mm thick Cement Plaster 1:4 | |||||
| 810mm thick cement plaster 1 : 4 on floors. | |||||
| 9Wrought 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 | |||||
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