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Tender ID
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₹2.9 LAccepted-AOC | L1 | Accepted-AOC due to low rate | |
| 2 | L2₹2.9 L+₹4,433.06 (1.54%)Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | K M CONSTRUCTION COMPANY L1 | SAMAIRA ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Extra for Laying earthwork as per specifications for compaction in 20cm layer and dressing including cost of rolling and watering as per specifications | 253.12 | Cum | 110.92 ₹28,076.07 Lowest | 115 ₹29,108.8 |
| 2.00 | Dressing of Dowel in addition to payment for dressed earthwork | 30.49 | rmt | 5.9 ₹179.89 Lowest | 6 ₹182.94 |
| 3.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. | 41.77 | Cum | 178.32 ₹7,448.43 Lowest | 180 ₹7,518.6 |
| 4.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.00 mtr depth | 6.51 | Cum | 186.88 ₹1,216.59 Lowest | 190 ₹1,236.9 |
| 5.00 | 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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters | 20.7 | Cum | 214.76 ₹4,445.53 Lowest | 215 ₹4,450.5 |
| 6.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respects as per PWD specifications | 189.69 | sqm | 20.71 ₹3,928.48 Lowest | 22 ₹4,173.18 |
| 7.00 | Laying cement water slurry 1:3 with cement @ 2.25 kg per sqm on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respects as per PWD specifications and Engibeer-in-charge. | 204.32 | sqm | 24.85 ₹5,077.35 Lowest | 25 ₹5,108 |
| 8.00 | Providing and laying cement concrete lining 10 cm thick or less (60 mm thick) (manually) for irrigation channels, using cement
concrete (M-15) mixed in automatic computerized batching and
mixing plant and transported to site in transit mixers including
supply and carriage & loading unloading of al materials
In-Charge. complete in all respect as per PWD specifications and Engineer-in-charge | 31.57 | Cum | 6,716.31 ₹2,12,033.91 Lowest | 6,800 ₹2,14,676 |
| 9.00 | Providing and laying Cement concrete M-15 laid manually for coping with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixers complete in all respect as per PWD specifications and Engineer-in-charge | 1.27 | Cum | 6,716.31 ₹8,529.71 Lowest | 6,800 ₹8,636 |
| 10.00 | Providing and laying Cement concrete M-15 laid manually for Sleeper with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixers complete in all respect as per PWD specifications and Engineer-in-charge | 2.05 | Cum | 6,716.31 ₹13,768.44 Lowest | 6,800 ₹13,940 |
Tender Value
₹2.5 L
EMD Value
₹4,931
Closing Date
2 Jun 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer, Bathinda Canal and Ground Water Division, Bathinda.
Estimate for Reconstruction of Fall RD 109000 of Bhadaur Disty. (Balance Work)
2025_WR_139538_1
09/22A/2025-26
Open Tender
Civil Works - Canal
Item Rate
30 days
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹4,931
21 Aug 2025
30 Apr 2025
2 Jun 2025
30 Apr 2025
2 Jun 2025
30 Apr 2025
Amount
Extra for Laying earthwork as per specifications for compaction in 20cm layer and dressing including cost of rolling and watering as per specifications
Dressing of Dowel in addition to payment for dressed earthwork
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.00 mtr depth
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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters
Dressing of Side Slopes and prepration of sub grade for lining complete in all respects as per PWD specifications
Laying cement water slurry 1:3 with cement @ 2.25 kg per sqm on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respects as per PWD specifications and Engibeer-in-charge.
Providing and laying cement concrete lining 10 cm thick or less (60 mm thick) (manually) for irrigation channels, using cement concrete (M-15) mixed in automatic computerized batching and mixing plant and transported to site in transit mixers including supply and carriage & loading unloading of al materials In-Charge. complete in all respect as per PWD specifications and Engineer-in-charge
Providing and laying Cement concrete M-15 laid manually for coping with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixers complete in all respect as per PWD specifications and Engineer-in-charge
Providing and laying Cement concrete M-15 laid manually for Sleeper with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixers complete in all respect as per PWD specifications and Engineer-in-charge
Shuttering for faces of concrete lining on side slopes and bed cpmplete in all respects as per design/drawing and PWD specifications
Filling Contraction/construction Joint with sealing compound to be applied hot after applying primer coat including supply & carriage all material complete in all respects
Filling of expansion joints with special impervious hot pour 12.5mm wide complete in all respects
Extra bitumen painting at 0.69 Kg. per sqm.
Laying polythene film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and Engineer-In-Charge.
SAMAIRA ENTERPRISES (BID ID -648746)
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