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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.8 LAccepted-Finance | ₹4.8 L | L-1 | Accepted-Finance due to rates being on the lesser side |
| 2 | L-2₹5.3 L+₹50,677.20 (10.5%)Rejected-Finance | ₹5.3 L+₹50,677.20 (10.5%) | L-2 | Rejected-Finance due to rates being on the higher side |
| 3 | L-3₹5.7 L+₹89,073.70 (18.4%)Rejected-Finance | ₹5.7 L+₹89,073.70 (18.4%) | L-3 | Rejected-Finance due to rates being on the higher side |
| 4 | L-4₹6.6 L+₹1.8 L (37.0%)Rejected-Finance VILL KATHAYAR PO LARJI TEHSIL SAINJ DISTT KULLU H P | ₹6.6 L+₹1.8 L (37.0%) | L-4 | Rejected-Finance due to rates being on the higher side |
| 5 | L-5₹6.7 L+₹1.9 L (39.0%)Rejected-Finance | ₹6.7 L+₹1.9 L (39.0%) | L-5 | Rejected-Finance due to rates being on the higher side |
| Sl No | Description | Qty | Unit | Rakesh thakur L4 | virender kumar L5 | SHAUKAT ALI L2 | Kamlesh Kapoor L1 | Shokat ALi Govt Contractor 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 returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering 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. | 23.7 | cum | 600 ₹14,220 | 620 ₹14,694 | 470 ₹11,139 Lowest | 525 ₹12,442.5 | 480 ₹11,376 |
| 2.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | ||||||||
| 2.10 | 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. | 63 | Sqmt. | 450 ₹28,350 | 495 ₹31,185 | 430 ₹27,090 | 435 ₹27,405 | 400 ₹25,200 Lowest |
| 3.00 | 1:5:10 3 Providing and laying cement concrete (Icement)5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast walls, the size of plume shall usually be 150mm to 300mm as per HPPWD specification as per the direction and entire satisfactionof Engineer-in-Charge. | 54.55 | cum | 9,500 ₹5,18,225 | 9,800 ₹5,34,590 | 7,300 ₹3,98,215 | 6,400 ₹3,49,120 Lowest | 8,300 ₹4,52,765 |
| 4.00 | Steel work with built up section trusses & frame work i/c cutting hosting and fixing in position & applying a priming coat of red led paint in grating framed guord bars, ladders railing bars bracket & similar work angle 50x50x5mm | 316.65 | kg | 135 ₹42,747.75 | 103 ₹32,614.95 | 90 ₹28,498.5 Lowest | 132 ₹41,797.8 | 120 ₹37,998 |
| 5.00 | Providing and fixing G.I chain link fabric fencing of required width in mesh size 60x60 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | 75 | Sqmt. | 780 ₹58,500 | 780 ₹58,500 | 920 ₹69,000 | 700 ₹52,500 | 600 ₹45,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹13,857
Closing Date
2 Sept 2026, 5:00 pmClosed
EE JSV Division Tissa
EE JSV Division Tissa
Providing protection work to civil work
2026_HPIPH_142019_1
EE-JSD-TSA-EA-I-2026-27- 3595-3646 dated- 25-08-2026
Open Tender
Civil Works
Item Rate
90 days
Ghulei
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
EE JSV DIVISION TISSA
₹13,857
15 Sept 2026
25 Aug 2026
3 Sept 2026
25 Aug 2026
2 Sept 2026
25 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 returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering 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. | 23.7 | cum | - | - |
| 2Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||||
| 2.1 | 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. | 63 | Sqmt. | - | - |
| 3 | 1:5:10 3 Providing and laying cement concrete (Icement)5sand: 10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast walls, the size of plume shall usually be 150mm to 300mm as per HPPWD specification as per the direction and entire satisfactionof Engineer-in-Charge. | 54.55 | cum | - | - |
| 4 | Steel work with built up section trusses & frame work i/c cutting hosting and fixing in position & applying a priming coat of red led paint in grating framed guord bars, ladders railing bars bracket & similar work angle 50x50x5mm | 316.65 | kg | - | - |
| 5 | Providing and fixing G.I chain link fabric fencing of required width in mesh size 60x60 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | 75 | Sqmt. | - | - |
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