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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-Finance | ₹12.3 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹12.9 L+₹54,808.20 (4.44%)Rejected-Finance | ₹12.9 L+₹54,808.20 (4.44%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹13.0 L+₹67,140.90 (5.44%)Rejected-Finance LOWER ARNIALA PO KOTLA KALAN TEHSIL DISTT UNA HP | ₹13.0 L+₹67,140.90 (5.44%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | BANTI DEVI L1 | REETA DEVI L3 | nishant gupta L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) , including dressing of sides and ramming of bottoms , lift upto 1.5m , including getting out the excavated soil and disposal of surplus excacated soil as directed within a lead of 50m. | 285.66 | Cum | 375 ₹1,07,122.5 Lowest | 385 ₹1,09,979.1 | 390 ₹1,11,407.4 |
| 2.00 | Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:6 (1Cement :6 Sand) 2nd class bricks | 32.22 | Cum | 7,120 ₹2,29,406.4 Lowest | 7,200 ₹2,31,984 | 7,300 ₹2,35,206 |
| 3.00 | Supplying and packing of broken stone 50mm Bottoam layer, Broken stone 50mm | 82.98 | Cum | 1,940 ₹1,60,981.2 Lowest | 2,050 ₹1,70,109 | 2,100 ₹1,74,258 |
| 4.00 | Suplying and packing of gravel including all type of carriage complete in all respect 2nd layer 2.00 mm to 4.75mm | 82.98 | Cum | 2,550 ₹2,11,599 Lowest | 2,800 ₹2,32,344 | 2,700 ₹2,24,046 |
| 5.00 | Supplying and packing of sand including all type of carriage complete in all respect Top Layer : Fine sand (Eff. Size 0.20mm to 0.40 mm & uniformity coefficient 2.00 to 3.00) | 55.26 | Cum | 1,925 ₹1,06,375.5 Lowest | 2,150 ₹1,18,809 | 2,050 ₹1,13,283 |
| 6.00 | Providing and laying cement concrete work 1:2:4 (1cement:2 sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in suspended floor roofs, landing and shelves and their support balconies , beams , girders bressumers and contilaver upto floor two level Datachable RCC Slab | 19.08 | Cum | 8,190 ₹1,56,265.2 Lowest | 8,350 ₹1,59,318 | 8,300 ₹1,58,364 |
| 7.00 | Providing mild steel reinforcement including bending binding and placing in position | 763.2 | Meter | 97 ₹74,030.4 Lowest | 105 ₹80,136 | 100 ₹76,320 |
| 8.00 | Providing and fixing around the Twell Nylon mess including all type of carriage & fixing complete in all respect. | 15.84 | sqm | 1,000 ₹15,840 Lowest | 1,050 ₹16,632 | 1,100 ₹17,424 |
| 9.00Providing Layig , jointing and commissioning of HDPE (High Desity Polyethylene Pipes) of following diameter and class confirming to IS 4984- 1995 with fusion weldogn process inclduding all necessary fitting in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches to be measured and paid separately) | ||||||
| 9.01 | 125mm HDPE Pipe, PN-4.0 , PE80 IS: 4984 | 360 | Rmt | 385 ₹1,38,600 Lowest | 410 ₹1,47,600 | 400 ₹1,44,000 |
Tender Value
Refer Docs
EMD Value
₹24,800
Closing Date
17 Aug 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Arki
Recharging of Ground Water through dry and defunct hand pumps and tube wells through roof top rainwater harvesting structure SH_ Construction of Recharging Structure around defunct and non repairable 18 nos Handpump
2026_HPIPH_140297_5
ARK-SOL01-425-8213-63
Open Tender
Civil Works
Item Rate
90 days
Arki
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹24,800
29 Aug 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) , including dressing of sides and ramming of bottoms , lift upto 1.5m , including getting out the excavated soil and disposal of surplus excacated soil as directed within a lead of 50m. | 285.66 | Cum | 1.25 | ₹357.08 |
| 2 | Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:6 (1Cement :6 Sand) 2nd class bricks | 32.22 | Cum | 1.25 | ₹40.28 |
| 3 | Supplying and packing of broken stone 50mm Bottoam layer, Broken stone 50mm | 82.98 | Cum | 1.25 | ₹103.73 |
| 4 | Suplying and packing of gravel including all type of carriage complete in all respect 2nd layer 2.00 mm to 4.75mm | 82.98 | Cum | 1.25 | ₹103.73 |
| 5 | Supplying and packing of sand including all type of carriage complete in all respect Top Layer : Fine sand (Eff. Size 0.20mm to 0.40 mm & uniformity coefficient 2.00 to 3.00) | 55.26 | Cum | 1.25 | ₹69.08 |
| 6 | Providing and laying cement concrete work 1:2:4 (1cement:2 sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in suspended floor roofs, landing and shelves and their support balconies , beams , girders bressumers and contilaver upto floor two level Datachable RCC Slab | 19.08 | Cum | 1.25 | ₹23.85 |
| 7 | Providing mild steel reinforcement including bending binding and placing in position | 763.2 | Meter | 1.25 | ₹954 |
| 8 | Providing and fixing around the Twell Nylon mess including all type of carriage & fixing complete in all respect. | 15.84 | sqm | 1.25 | ₹19.8 |
| 9Providing Layig , jointing and commissioning of HDPE (High Desity Polyethylene Pipes) of following diameter and class confirming to IS 4984- 1995 with fusion weldogn process inclduding all necessary fitting in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches to be measured and paid separately) | |||||
| 9.01 | 125mm HDPE Pipe, PN-4.0 , PE80 IS: 4984 | 360 | Rmt | 1.25 | ₹450 |
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