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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Finance | ₹4.6 L | L1 | Admitted-Finance |
| 2 | L2₹4.8 L+₹29,393.92 (6.45%)Admitted-Finance | ₹4.8 L+₹29,393.92 (6.45%) | L2 | Admitted-Finance |
| 3 | L3₹5.3 L+₹74,759.78 (16.4%)Admitted-Finance 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹5.3 L+₹74,759.78 (16.4%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | manglesh thakur L2 | Raksha Devi L1 | sanjeev kumar L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 36.76 | Cum | 500 ₹18,380 | 450 ₹16,542 Lowest | 490 ₹18,012.4 |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 2.77 | Cum | 9,100 ₹25,207 | 9,000 ₹24,930 Lowest | 9,052 ₹25,074.04 |
| 3.00Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | ||||||
| 3.01 | Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge. | 2.77 | Cum | 10,000 ₹27,700 | 9,800 ₹27,146 Lowest | 10,000 ₹27,700 |
| 3.02 | Vertical surfaces such as walls(any thickness but not less than 0.10 mtrs. thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level in all leads and lifts. | 7.88 | Cum | 10,000 ₹78,800 | 9,851 ₹77,625.88 Lowest | 10,000 ₹78,800 |
| 4.00Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:- | ||||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 105.06 | Sqmt | 450 ₹47,277 | 425 ₹44,650.5 Lowest | 490 ₹51,479.4 |
| 4.02 | Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cnatilevers, bressumers 1.00 mtrs in depth in all heights from door in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 4.15 | Sqmt | 560 ₹2,324 | 525 ₹2,178.75 Lowest | 598 ₹2,481.7 |
| 5.00Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs below supporting two level. | ||||||
| 5.01 | Arches upto 6.00 mtrs span. | 14.93 | Sqmt | 2,500 ₹37,325 Lowest | 2,551 ₹38,086.43 | 2,900 ₹43,297 |
Tender Value
₹4.1 L
EMD Value
₹8,104
Closing Date
18 Aug 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Bhoranj
CO Underground Storage Tank in Village Bagwar of 50,000 ltr. Cap.
2026_HPIPH_140910_1
5308-5367 dated 10-08-2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineeer Jal Shakti Division Bhoranj
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹8,104
21 Aug 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
18 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 36.76 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 2.77 | Cum | - | - |
| 3Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 3.01 | Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge. | 2.77 | Cum | - | - |
| 3.02 | Vertical surfaces such as walls(any thickness but not less than 0.10 mtrs. thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level in all leads and lifts. | 7.88 | Cum | - | - |
| 4Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:- | |||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 105.06 | Sqmt | - | - |
| 4.02 | Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cnatilevers, bressumers 1.00 mtrs in depth in all heights from door in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. | 4.15 | Sqmt | - | - |
| 5Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs below supporting two level. | |||||
| 5.01 | Arches upto 6.00 mtrs span. | 14.93 | Sqmt | - | - |
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