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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC HIMACHAL PRADESH HP | ₹3.1 L | L1 | Accepted-AOC being L1 |
| 2 | L2₹3.1 L+₹1,976.90 (0.64%)Rejected-Finance | ₹3.1 L+₹1,976.90 (0.64%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹3.1 L+₹6,768.70 (2.20%)Rejected-Finance DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹3.1 L+₹6,768.70 (2.20%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹3.4 L+₹34,495 (11.2%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹3.4 L+₹34,495 (11.2%) | L4 | Rejected-Finance Being L4 |
| Sl No | Description | Qty | Unit | Sanjay Kumar L3 | AJAY KUMAR L1 | Rakesh Kumar L4 | Shesh Raj Cont L2 |
|---|---|---|---|---|---|---|---|
| 1.00Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 20 mtrs . | |||||||
| 1.01 | Pick Jumper Work. | 24.71 | Cum | 350 ₹8,648.5 Lowest | 380 ₹9,389.8 | 400 ₹9,884 | 450 ₹11,119.5 |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand: 6 stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth. | 1.45 | Cum | 7,900 ₹11,455 Lowest | 8,700 ₹12,615 | 9,000 ₹13,050 | 9,500 ₹13,775 |
| 3.00Providing and laying cement concrete 1:1.5 :3 (1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- | |||||||
| 3.01 | Foundation, footing, bases of columns and the like & mass concrete. | 2.18 | Cum | 9,700 ₹21,146 | 8,200 ₹17,876 Lowest | 10,000 ₹21,800 | 10,500 ₹22,890 |
| 3.02 | Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of found action level upto floor two level. | 7.6 | Cum | 9,700 ₹73,720 | 9,000 ₹68,400 Lowest | 10,500 ₹79,800 | 10,500 ₹79,800 |
| 3.03 | In suspended floors, roofs ,landings, shelves and their support balconies, beams, bressumers and cantilevers up to floor two level. | 1.45 | Cum. | 9,800 ₹14,210 | 8,200 ₹11,890 Lowest | 9,500 ₹13,775 | 10,500 ₹15,225 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:- | |||||||
| 4.01 | Vertical surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness | 75.96 | Sqm | 385 ₹29,244.6 | 250 ₹18,990 Lowest | 500 ₹37,980 | 380 ₹28,864.8 |
| 4.02 | Flat surfaces such as soffits and suspended floors roofs landing and like floors etc. | 12.02 | Sqm | 550 ₹6,611 | 250 ₹3,005 Lowest | 400 ₹4,808 | 490 ₹5,889.8 |
Tender Value
Refer Docs
EMD Value
₹7,225
Closing Date
4 Jul 2026, 11:00 amClosed
EE JSV Division Jhandutta
EE JSV Division Jhandutta
Restoration of rain damages of LWSS Jhandutta Behran old in Tehsil Jhandutta Distt Bilaspur HP SH Construction of RCC storage tank of 25000 Ltrs Capacity at village Ropery under PDNA
2026_HPIPH_137575_1
JSDJ-2845-2944 dt. 25.6.2026
Open Tender
Civil Works
Item Rate
90 days
Jhandutta
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹7,225
24 Jul 2026
26 Jun 2026
4 Jul 2026
26 Jun 2026
4 Jul 2026
26 Jun 2026
26 Jun 2026 - 4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 20 mtrs . | |||||
| 1.01 | Pick Jumper Work. | 24.71 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand: 6 stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth. | 1.45 | Cum | - | - |
| 3Providing and laying cement concrete 1:1.5 :3 (1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- | |||||
| 3.01 | Foundation, footing, bases of columns and the like & mass concrete. | 2.18 | Cum | - | - |
| 3.02 | Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of found action level upto floor two level. | 7.6 | Cum | - | - |
| 3.03 | In suspended floors, roofs ,landings, shelves and their support balconies, beams, bressumers and cantilevers up to floor two level. | 1.45 | Cum. | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:- | |||||
| 4.01 | Vertical surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness | 75.96 | Sqm | - | - |
| 4.02 | Flat surfaces such as soffits and suspended floors roofs landing and like floors etc. | 12.02 | Sqm | - | - |
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