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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 LAccepted-Finance VILLAGE KHADED P O CHOWAI TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | 1 | Accepted-Finance LOWEST BID | |
| 2 | 2₹3.1 L+₹49,095.45 (18.8%)Rejected-Finance | 2 | Rejected-Finance HIGHER BID | |
| 3 | 3₹3.2 L+₹57,132.60 (21.9%)Rejected-Finance | 3 | Rejected-Finance HIGHER BID | |
| 4 | 4₹3.2 L+₹63,426.43 (24.3%)Rejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | 4 | Rejected-Finance HIGHER BID |
| Sl No | Description | Qty | Unit | ASHOK KUMAR L4 | DEV RAJ L1 | SITA RAM L3 | ANUJ KUMAR L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation treanches in earth work lift up to 1.50 mtr stacking the excavated soil not more then 3 mtrs clear from the edge of excavation when required in to plinth each deposited layer by raming and watering and te disposing of all surpluss excavated earth as directed with in a lead of 20 mtr. PJW 50% each | 5.95 | CUM | 510 ₹3,035.52 | 100 ₹595.2 Lowest | 500 ₹2,976 | 485 ₹2,886.72 |
| 2.00 | Providing and laying stone soling in the bed of tank | 8.93 | CUM | 2,050 ₹18,306.5 | 1,000 ₹8,930 Lowest | 2,000 ₹17,860 | 1,950 ₹17,413.5 |
| 3.00 | Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 aggregate 40 mm nominal size) and curing complete excluding cost of centering shuttering in foundation in plinth | 8.93 | CUM | 5,800 ₹51,794 | 2,500 ₹22,325 Lowest | 5,700 ₹50,901 | 5,548 ₹49,543.64 |
| 4.00 | Providing form work with steel plate 3.15 mm thick welded with angle iron 30*30*5 mm so as to give as fair finish including centering , shuttering and propping etc with wooden battens and ballies , height of propping and centering below supporting floor to cieling not exceeding 4 meter and removal of the same for in - situ reinforced and plain concreate work vertical surfaces such as walls (any thickness). | 8.93 | CUM | 475 ₹4,241.75 | 50 ₹446.5 Lowest | 410 ₹3,661.3 | 408 ₹3,643.44 |
| 5.00 | Providing and laying Cement concrete 1:2:4 ( 1cement : 2 sand : 4 aggragate 20m nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in 5.01 Bed | 5.49 | CUM | 9,480 ₹52,045.2 | 2,500 ₹13,725 Lowest | 9,400 ₹51,606 | 9,280 ₹50,947.2 |
| 5.02 | Walls | 8.54 | CUM | 9,675 ₹82,624.5 | 500 ₹4,270 Lowest | 9,570 ₹81,727.8 | 9,340 ₹79,763.6 |
| 6.00 | Cement Concrete flooring 1:2:4 ( 1cement : 2 sand : 4 aggragate 20m nominal size ) and laid in one layer finished with a floating coat of neat cement 50 mm thick | 54.9 | SQM | 295 ₹16,195.5 | 2,850 ₹1,56,465 | 275 ₹15,097.5 | 269 ₹14,768.1 Lowest |
| 7.00 | 10 mm cement plaster in single coat on fair side of cement for interior plastering upto floor two level including rise , internal rounded angle, chemfers and/or rounded angle not exceeding 80 mm in grith and finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) Inside | 55.87 | SQM | 178 ₹9,944.86 | 50 ₹2,793.5 Lowest | 180 ₹10,056.6 | 139 ₹7,765.93 |
| 8.00 | Providing 40 mm dia gate valve | 1 | Nos | 2,100 ₹2,100 | 500 ₹500 Lowest | 1,950 ₹1,950 | 2,000 ₹2,000 |
| 9.00 | Providing mild/tor steel reinforcement for RCC work bending, binding and placing in position complete up to floor two level | 855 | KG | 92 ₹78,660 | 59 ₹50,445 Lowest | 90 ₹76,950 | 89 ₹76,095 |
Tender Value
₹2.3 L
EMD Value
₹6,623
Closing Date
26 Aug 2026, 5:00 pmClosed
SDSCO GHUMARWIN
SDSCO GHUMARWIN DISTRICT BILASPUR H.P
TANK REPAIR
2026_DoA_141039_1
SDR/DDA FUND/01/PH-II/2025-26
Open Tender
Civil Works
Item Rate
SMF DEOTH TEHSIL SADAR DISTRICT BILASPUR HP
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
GM
₹6,623
27 Aug 2026
13 Aug 2026
27 Aug 2026
13 Aug 2026
26 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation treanches in earth work lift up to 1.50 mtr stacking the excavated soil not more then 3 mtrs clear from the edge of excavation when required in to plinth each deposited layer by raming and watering and te disposing of all surpluss excavated earth as directed with in a lead of 20 mtr. PJW 50% each | |||||
| 2 | Providing and laying stone soling in the bed of tank | 1 | CUM | - | - |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 aggregate 40 mm nominal size) and curing complete excluding cost of centering shuttering in foundation in plinth | 1 | CUM | - | - |
| 4 | Providing form work with steel plate 3.15 mm thick welded with angle iron 30*30*5 mm so as to give as fair finish including centering , shuttering and propping etc with wooden battens and ballies , height of propping and centering below supporting floor to cieling not exceeding 4 meter and removal of the same for in - situ reinforced and plain concreate work vertical surfaces such as walls (any thickness). | 1 | CUM | - | - |
| 5Providing and laying Cement concrete 1:2:4 ( 1cement : 2 sand : 4 aggragate 20m nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in 5.01 Bed | |||||
| 5.02 | Walls | 1 | CUM | - | - |
| 6 | Cement Concrete flooring 1:2:4 ( 1cement : 2 sand : 4 aggragate 20m nominal size ) and laid in one layer finished with a floating coat of neat cement 50 mm thick | 1 | SQM | - | - |
| 7 | 10 mm cement plaster in single coat on fair side of cement for interior plastering upto floor two level including rise , internal rounded angle, chemfers and/or rounded angle not exceeding 80 mm in grith and finished even and smooth in cement mortar 1:3 (1 cement : 3 sand) Inside | 1 | SQM | - | - |
| 8Providing 40 mm dia gate valve | |||||
| 9Providing mild/tor steel reinforcement for RCC work bending, binding and placing in position complete up to floor two level | |||||
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