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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.8 LAccepted-AOC | ₹89.8 L | L1 | Accepted-AOC As per Attachment |
| 2 | L2₹90.4 L+₹60,596 (0.67%)Rejected-Finance | ₹90.4 L+₹60,596 (0.67%) | L2 | Rejected-Finance Financial Bid Not Accept |
| 3 | L3₹99.7 L+₹9.9 L (11.0%)Rejected-Finance | ₹99.7 L+₹9.9 L (11.0%) | L3 | Rejected-Finance Financial Bid Not Accept |
| Sl No | Description | Qty | Unit | LAKSMAN SINGH BHANDARI L1 | Rawat Sanitations L2 | M/s Brij Bhushan Plumbering and Sanitary Works L3 |
|---|---|---|---|---|---|---|
| 1.00 | CIVIL WORK-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil | 1,097.1 | CUM | 72,957.15 ₹72,957.15 Lowest | 1,39,584.03 ₹1,39,584.03 | 1,53,879.25 ₹1,53,879.25 |
| 2.00 | 2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1 . 5 m in width as well as 1 0 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 . 5 m, as directed by Engineer-in-charge.
2.7.3 Hard rock (blasting prohibited) | 49.14 | CUM | 14,742 ₹14,742 Lowest | 68,996.49 ₹68,996.49 | 76,062.33 ₹76,062.33 |
| 3.00 | Carrrage of excavated earth by truck load for an average distance of 5 km | 1,103.46 | CUM | 57,379.92 ₹57,379.92 Lowest | 3,53,217.55 ₹3,53,217.55 | 3,89,388.96 ₹3,89,388.96 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 42.78 | CUM | 9,026.58 ₹9,026.58 | 8,215.9 ₹8,215.9 Lowest | 9,057.38 ₹9,057.38 |
| 5.00 | Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including drilling
12 mm diameter holes and plugging with cement mortar 1 :2
(1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1%
concentration | 97.17 | SQM | 14,575.5 ₹14,575.5 Lowest | 29,520.25 ₹29,520.25 | 32,543.2 ₹32,543.2 |
| 6.00 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth
level:
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from
natural sources : 4 graded stone aggregate 20 mm nominal
size derived from natural sources) | 17.15 | CUM | 1,02,900 ₹1,02,900 Lowest | 1,32,393.03 ₹1,32,393.03 | 1,45,951.99 ₹1,45,951.99 |
| 7.00 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from
natural sources : 6 graded stone aggregate 20 mm nominal
size derived from natural sources) | 22.17 | CUM | 1,55,190 ₹1,55,190 Lowest | 1,58,464.07 ₹1,58,464.07 | 1,74,692.95 ₹1,74,692.95 |
| 8.00 | 1 :3:6 (1 cement : 3 coarse sand (zone-Ill) derived from
natural sources : 6 graded stone aggregate 20 mm nominal
size derived from natural sources) | 1.3 | CUM | 13,335.4 ₹13,335.4 | 12,096.92 ₹12,096.92 Lowest | 13,335.82 ₹13,335.82 |
| 9.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1 :2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 13.4 | SQM | 5,802.2 ₹5,802.2 | 5,394.44 ₹5,394.44 Lowest | 5,946.92 ₹5,946.92 |
| 10.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 12.5 mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%)) | 4.42 | SQM | 1,918.28 ₹1,918.28 | 1,743.2 ₹1,743.2 Lowest | 1,921.73 ₹1,921.73 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
23 May 2026, 4:00 pmClosed
Executive Engineer Jal Sansthan Rudraprayag
Executive Engineer Jal Sansthan Rudraprayag
Department Store Building at Sonprayag Block Ukhimath Rudraprayag
2026_UKJS_95329_1
Department Store Building at Sonprayag 501/ETender/03/dt 06-05-2026
Open Tender
Civil Works - Buildings
Item Wise
Rudraprayag
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer Jal Sansthan Rudraprayag
₹2.0 L
Rudraprayag
17 Jul 2026
12 May 2026
26 May 2026
12 May 2026
23 May 2026
16 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORK-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil | 1,097.1 | CUM | - | - |
| 2 | 2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1 . 5 m in width as well as 1 0 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 . 5 m, as directed by Engineer-in-charge.
2.7.3 Hard rock (blasting prohibited) | 49.14 | CUM | - | - |
| 3 | Carrrage of excavated earth by truck load for an average distance of 5 km | 1,103.46 | CUM | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 42.78 | CUM | - | - |
| 5 | Treatment of soil under existing floors using chemical
emulsion @ one litre per hole, 300 mm apart including drilling
12 mm diameter holes and plugging with cement mortar 1 :2
(1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1%
concentration | 97.17 | SQM | - | - |
| 6 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth
level:
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from
natural sources : 4 graded stone aggregate 20 mm nominal
size derived from natural sources) | 17.15 | CUM | - | - |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from
natural sources : 6 graded stone aggregate 20 mm nominal
size derived from natural sources) | 22.17 | CUM | - | - |
| 8 | 1 :3:6 (1 cement : 3 coarse sand (zone-Ill) derived from
natural sources : 6 graded stone aggregate 20 mm nominal
size derived from natural sources) | 1.3 | CUM | - | - |
| 9 | Providing and laying damp-proof course 40 mm thick with cement concrete 1 :2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 13.4 | SQM | - | - |
| 10 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 12.5 mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%)) | 4.42 | SQM | - | - |
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