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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC | ₹15.3 L | L1 | Accepted-AOC accepted |
| 2 | L2₹16.0 LRejected-Finance | ₹16.0 L | L2 | Rejected-Finance due to higher rate |
| Sl No | Description | Qty | Unit | AKASHDEEP CONTRACTOR L1 | MANN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Dressing side slopes and preparation of sub grade for lining. | 59.95 | Sq.Mtr | 18 ₹1,079.10 | 20 ₹1,199 |
| 2.00 | Extra allowance for providing templates in curved portions of lining. | 398.54 | Sq.Mtr | 13 ₹5,181.02 | 15 ₹5,978.10 |
| 3.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- (a) 0 to 1.5 m depth | 72.05 | Cum | 159 ₹11,455.95 | 150 ₹10,807.50 |
| 4.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- (b))depth exceeding 1.5 ms but upto 3.0 ms. | 7.64 | Cum | 166 ₹1,268.24 | 160 ₹1,222.40 |
| 5.00 | Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar. | 1 | Cum | 6,425 ₹6,425 | 5,700 ₹5,700 |
| 6.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 | 118.87 | M | 165 ₹19,613.55 | 145 ₹17,236.15 |
| 7.00 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. | 555.53 | Cum | 49 ₹27,220.97 | 70 ₹38,887.10 |
| 8.00 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. | 555.53 | Cum | 12 ₹6,666.36 | 16 ₹8,888.48 |
| 9.00 | Extra for rolling to specifications. | 555.53 | Cum | 13 ₹7,221.89 | 18 ₹9,999.54 |
| 10.00 | 12.5 mm thick cement plaster 1:5 | 19.23 | Sq.Mtr | 199 ₹3,826.77 | 190 ₹3,653.70 |
Tender Value
₹23.4 L
EMD Value
₹46,752
Closing Date
17 Oct 2025, 10:00 amClosed
Executive Engineer
Executive Engineer Bathinda Canal and ground water division Bathinda
Estimate for strengthening of banks of Tungwali Minor RD 0 to 11850
2025_WR_151416_1
33/22A/2025-26
Open Tender
Civil Works - Canal
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹46,752
bathinda
19 Feb 2026
3 Oct 2025
17 Oct 2025
3 Oct 2025
17 Oct 2025
3 Oct 2025
8 Oct 2025
Amount
Dressing side slopes and preparation of sub grade for lining.
Extra allowance for providing templates in curved portions of lining.
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- (a) 0 to 1.5 m depth
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- (b))depth exceeding 1.5 ms but upto 3.0 ms.
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
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
Extra for rolling to specifications.
12.5 mm thick cement plaster 1:5
Earth work excavation in ordinary soil, exclusive of compensation of earth:- ((f)) Extra for pudding work
Dressing of earth work (i) New work or remodeling work.
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.
Rehandling of Earth work
Excavation of Soil using Hydraulic excavator and hydraulic trolley including cutting and loading in trolley and transporting to embankment all location including all lifts and lead excluding royalty.
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.(for side slope)
MANN CONSTRUCTIONS (BID ID -690345)
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