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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H7₹15.5 L−₹5.4 L (25.8%)Accepted-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | H7 | Accepted-AOC Lowest | |
| 2 | H1₹20.9 LRejected-Finance | H1 | Rejected-Finance Highest | |
| 3 | H2₹20.5 L−₹37,563.28 (1.80%)Rejected-Finance VILL BANOUN PO JABRI TEHSIL DISTT SHIMLA HP | H2 | Rejected-Finance Highest | |
| 4 | H3₹19.9 L−₹1.0 L (4.81%)Rejected-Finance VILLAGE DAYANGAL PO THAILA TEHSIL SUNI DISTT SHIMLA HP CORRS W O SHRI VIKRAM SINGH WARD NO 7 NAC SUNI TEHSIL UNI SHIMLA HP | H3 | Rejected-Finance Highest | |
| 5 | H4₹18.3 L−₹2.6 L (12.6%)Rejected-Finance | H4 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | NOKH RAM SHARMA H2 | Vinay Kumar H7 | Swati H3 | HUKAM CHAND H1 | Sanjay H5 | gulshan kumar H4 | Lokesh Kumar H6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 2.00Description | ||||||||||
| 3.00 | Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work | 33.75 | Cum | 290 ₹9,787.5 | 70 ₹2,362.5 Lowest | 250 ₹8,437.5 | 350 ₹11,812.5 | 200 ₹6,750 | 200 ₹6,750 | 300 ₹10,125 |
| 4.00 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | 124.11 | Cum | 296 ₹36,736.56 | 100 ₹12,411 Lowest | 350 ₹43,438.5 | 450 ₹55,849.5 | 350 ₹43,438.5 | 250 ₹31,027.5 | 380 ₹47,161.8 |
| 5.00 | Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with 15 % plum and curing complete excluding cost of form in retaining Walls / breast walls, the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D. Specification | 32.4 | Cum | 6,800 ₹2,20,320 | 4,900 ₹1,58,760 | 6,000 ₹1,94,400 | 6,000 ₹1,94,400 | 4,500 ₹1,45,800 | 5,500 ₹1,78,200 | 4,200 ₹1,36,080 Lowest |
| 6.00Providing 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:- | ||||||||||
| 7.00 | Foundation and Plinth. | 12.88 | Cum | 8,000 ₹1,03,040 | 6,800 ₹87,584 | 7,000 ₹90,160 | 7,500 ₹96,600 | 5,600 ₹72,128 Lowest | 7,000 ₹90,160 | 6,500 ₹83,720 |
| 8.00Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | ||||||||||
| 9.00 | i) Foundation and Plinth. | 17.17 | Cum | 10,000 ₹1,71,700 | 9,000 ₹1,54,530 | 8,200 ₹1,40,794 | 8,800 ₹1,51,096 | 8,250 ₹1,41,652.5 | 7,200 ₹1,23,624 Lowest | 7,500 ₹1,28,775 |
| 10.00 | ii) Walls including attached buttresses,pilastersand their caps and bases string courses etc. upto floor two levels. | 24.95 | Cum | 10,500 ₹2,61,975 | 9,200 ₹2,29,540 | 8,200 ₹2,04,590 | 10,000 ₹2,49,500 | 8,250 ₹2,05,837.5 | 7,200 ₹1,79,640 Lowest | 7,500 ₹1,87,125 |
| 11.00P/L Reinforcement cement concrete 1:2:4 (1cement: 2 sand :4 graded stone aggregate 20 mm nominal size) & curing complete excluding cost of form work and reinforcement in:- | ||||||||||
Tender Value
₹25.1 L
EMD Value
₹50,500
Closing Date
18 Feb 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
Site Development,C/O protection wall,C/O Filter Bed cum Sed. Tank,Co Anchor block Laying and jointing of pipe line
2026_HPIPH_127954_1
SNN-SML-003-740-Tdr-25-64-70 dt.5.2.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
EE Suni
₹50,500
16 Mar 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
9 Feb 2026 - 18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Description | - | - | - | - |
| 3 | Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work | 33.75 | Cum | 1.25 | ₹42.19 |
| 4 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | 124.11 | Cum | - | - |
| 5 | Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with 15 % plum and curing complete excluding cost of form in retaining Walls / breast walls, the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D. Specification | 32.4 | Cum | - | - |
| 6 | 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:- | - | - | - | - |
| 7 | Foundation and Plinth. | 12.88 | Cum | - | - |
| 8 | Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | - | - | - | - |
| 9 | i) Foundation and Plinth. | 17.17 | Cum | - | - |
| 10 | ii) Walls including attached buttresses,pilastersand their caps and bases string courses etc. upto floor two levels. | 24.95 | Cum | - | - |
| 11 | P/L Reinforcement cement concrete 1:2:4 (1cement: 2 sand :4 graded stone aggregate 20 mm nominal size) & curing complete excluding cost of form work and reinforcement in:- | - | - | - | - |
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