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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹56.1 LAccepted-AOC | ₹56.1 L | 1 | Accepted-AOC aoc |
| 2 | 2₹58.6 L+₹2.5 L (4.42%)Rejected-Finance | ₹58.6 L+₹2.5 L (4.42%) | 2 | Rejected-Finance not lowest bid |
| Sl No | Description | Qty | Unit | SURAJ CONSTRUCTIONS L1 | S.H And Company L2 |
|---|---|---|---|---|---|
| 1.00- | |||||
| 1.01 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling 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 out side/inside the town involving lead upto 15 meter complete in all respect. | 11,442.53 | cum | 102 ₹11,67,138.06 Lowest | 102.5 ₹11,72,859.33 |
| 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. | 574.58 | cum | 210 ₹1,20,661.8 Lowest | 212 ₹1,21,810.96 |
| 3.00 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth | 283.98 | cum | 7,700 ₹21,86,646 Lowest | 7,850 ₹22,29,243 |
| 4.00 | 10 mm thick cement plaster with cement mortar 1:4 on side walls | 856.33 | sqm | 190 ₹1,62,702.7 Lowest | 195 ₹1,66,984.35 |
| 5.00 | 10 mm thick cement plaster with cement mortar 1:4 on bed & top of side walls | 178.91 | sqm | 145 ₹25,941.95 Lowest | 147 ₹26,299.77 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 8.73 | cum | 9,130 ₹79,704.9 Lowest | 9,150 ₹79,879.5 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 38.83 | cum | 5,830 ₹2,26,378.9 Lowest | 5,855 ₹2,27,349.65 |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 53.53 | cum | 5,060 ₹2,70,861.8 Lowest | 5,060 ₹2,70,861.8 Lowest |
| 9.00 | Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement. in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc complete in all respect RCC NP-2
300 mm i/d pipe. | 1,950.51 | metre | 165 ₹3,21,834.15 Lowest | 180 ₹3,51,091.8 |
Tender Value
₹52.3 L
EMD Value
₹1.1 L
Closing Date
13 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 Watercourses Of Tail Outlets Of Mukandpur Disty By Laying Rcc Pipeline. (Tail Front, Left And Right)
2026_WR_164770_1
BDD/BDC/2025-26/28
Open Tender
Civil Works
Item Rate
90 days
NAWANSHAHR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.1 L
Yes
25 May 2026
27 Mar 2026
13 Apr 2026
27 Mar 2026
13 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1- | |||||
| 1.01 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including dressing sides levelling 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 out side/inside the town involving lead upto 15 meter complete in all respect. | - | 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. | |||||
| 3First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth | |||||
| 410 mm thick cement plaster with cement mortar 1:4 on side walls | |||||
| 510 mm thick cement plaster with cement mortar 1:4 on bed & top of side walls | |||||
| 6Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | |||||
| 7Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | |||||
| 8Cement concrete 1:4:8 with brick ballast 40mm gauge | |||||
| 9Lowering precast concrete NP-2 Plain end pipes and collar with reinforcement. in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stringing in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels etc complete in all respect RCC NP-2 300 mm i/d pipe. | |||||
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