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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC ST NO 1 AZIMGARH ABOHAR DISTT FAZILKA PUNJAB 152116 | ABOHAR | FAZILKA | PUNJAB | 152116 | ₹8.2 L | L1 | Accepted-AOC Award of Contract the SHIVA CONSTRUCTIONS by the committee for the Lower Bidder than others |
| 2 | L2₹9.0 L+₹85,233 (10.4%)Rejected-AOC NULL | ₹9.0 L+₹85,233 (10.4%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | B.B.C. CONSTRUCTIONS L2 | SHIVA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 197.12 | Cum | 39,424 ₹39,424 Lowest | 39,424 ₹39,424 Lowest |
| 2.00 | Dismantling Concrete (d) Cement concrete plain1:2:4 mix | 3.84 | Cum | 5,760 ₹5,760 Lowest | 5,760 ₹5,760 Lowest |
| 3.00 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 13.08 | Cum | 58,860 ₹58,860 Lowest | 58,860 ₹58,860 Lowest |
| 4.00 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 4.24 | Cum | 25,440 ₹25,440 Lowest | 25,440 ₹25,440 Lowest |
| 5.00 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 43.2 | Cum | 3,36,960 ₹3,36,960 | 3,15,360 ₹3,15,360 Lowest |
| 6.00 | 10mm thick Cement Plaster 1:4 | 176.96 | Sq.Mtr | 33,622.4 ₹33,622.4 | 32,737.6 ₹32,737.6 Lowest |
| 7.00 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | 11.48 | Cum | 80,360 ₹80,360 | 78,638 ₹78,638 Lowest |
| 8.00 | Supplying, fitting and placing HYSD bar reinforcement in fsub structure complete as per drawing and Technical Specifications. | 0.64 | mt | 51,200 ₹51,200 | 48,640 ₹48,640 Lowest |
| 9.00 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 110mm o/d pipe of 2.5 Kgf. / sqcm | 146.36 | Mtr | 51,226 ₹51,226 | 43,908 ₹43,908 Lowest |
| 10.00 | Providing and fixing 110 mm dia.U.P.V.C bend for Rainwater pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. UPVC 110 mm bend | 32 | Each | 5,760 ₹5,760 | 5,120 ₹5,120 Lowest |
Tender Value
₹7.8 L
EMD Value
₹16,000
Closing Date
28 Jul 2026, 12:00 pmClosed
Executive Engineer, Abohar Canal Ground Water Di
Executive Engineer, Abohar Canal Ground Water Di
Estimate for construction of Rain Water Harvesting structures under Abohar canal and Ground water division
2026_WR_172184_1
E-Tendering Notice No.15/Abohar Canal Ground Water Division /2026-27 Dated 17/07/2026
Open Tender
Civil Works - Others
Item Rate
FAZILKA
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
₹16,000
Yes
14 Sept 2026
17 Jul 2026
28 Jul 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 197.12 | Cum | - | - |
| 2 | Dismantling Concrete (d) Cement concrete plain1:2:4 mix | 3.84 | Cum | - | - |
| 3 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 13.08 | Cum | - | - |
| 4 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 4.24 | Cum | - | - |
| 5 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 43.2 | Cum | - | - |
| 6 | 10mm thick Cement Plaster 1:4 | 176.96 | Sq.Mtr | - | - |
| 7 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | 11.48 | Cum | - | - |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in fsub structure complete as per drawing and Technical Specifications. | 0.64 | mt | - | - |
| 9 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 110mm o/d pipe of 2.5 Kgf. / sqcm | 146.36 | Mtr | - | - |
| 10 | Providing and fixing 110 mm dia.U.P.V.C bend for Rainwater pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. UPVC 110 mm bend | 32 | Each | - | - |
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