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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.7 LAccepted-Finance SHIMLA DIVISION NO I HIMACHAL PRADESH HP | SHIMLA | HIMACHAL PRADESH | 171001 | 1 | Accepted-Finance L1 | |
| 2 | 2₹18.8 L+₹16,186.52 (0.87%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹18.9 L+₹24,067.90 (1.29%)Rejected-Finance VILLAGE KUNDLA P O SHAMTI TEHSIL DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | 3 | Rejected-Finance L3 | |
| 4 | 4₹20.2 L+₹1.6 L (8.41%)Rejected-Finance | 4 | Rejected-Finance L4 | |
| 5 | 5₹21.2 L+₹2.5 L (13.3%)Rejected-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Vinay Thakur L3 | Neeraj Kumar L1 | Nisha Thakur L4 | Anu Devi L6 | BHINDER L2 | Vinod Kumar L5 |
|---|---|---|---|---|---|---|---|---|---|
| 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 including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. 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. | 377.8 | Per Cum. | 250 ₹94,450 | 240 ₹90,672 | 350 ₹1,32,230 | 400 ₹1,51,120 | 60 ₹22,668 Lowest | 363 ₹1,37,141.4 |
| 2.00 | Providing and laying cement concrete 1:3:6(1:cement :3 sand:6 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 23.47 | Per Cum. | 7,000 ₹1,64,290 | 6,400 ₹1,50,208 Lowest | 7,100 ₹1,66,637 | 9,500 ₹2,22,965 | 6,500 ₹1,52,555 | 7,153.15 ₹1,67,884.43 |
| 3.00Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in | |||||||||
| 3.10 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 15.64 | Per Cum. | 11,000 ₹1,72,040 | 8,400 ₹1,31,376 Lowest | 8,850 ₹1,38,414 | 10,500 ₹1,64,220 | 8,800 ₹1,37,632 | 10,069 ₹1,57,479.16 |
| 3.20 | Wall (any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 41.92 | Per Cum. | 11,000 ₹4,61,120 | 8,500 ₹3,56,320 Lowest | 8,900 ₹3,73,088 | 10,500 ₹4,40,160 | 8,800 ₹3,68,896 | 10,169 ₹4,26,284.48 |
| 3.30 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 11.12 | Per Cum. | 11,000 ₹1,22,320 | 8,400 ₹93,408 Lowest | 8,900 ₹98,968 | 10,500 ₹1,16,760 | 8,800 ₹97,856 | 10,269 ₹1,14,191.28 |
| 4.00Providing 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 | |||||||||
| 4.10 | 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. | 318.85 | Per Sqmt. | 300 ₹95,655 | 250 ₹79,712.5 Lowest | 380 ₹1,21,163 | 450 ₹1,43,482.5 | 400 ₹1,27,540 | 313 ₹99,800.05 |
| 5.00Providing form work of ordinary timber plankings so as to give a rough finish including centering shuttering strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in | |||||||||
| 5.10 | Arches upto 6 mtr. span with in all leads and lifts as per direction of the Engineer-in-charge. | 72.47 | Per Sqmt. | 300 ₹21,741 Lowest | 2,500 ₹1,81,175 | 1,500 ₹1,08,705 | 2,600 ₹1,88,422 | 2,500 ₹1,81,175 | 1,969 ₹1,42,693.43 |
Tender Value
Refer Docs
EMD Value
₹53,766
Closing Date
17 Sept 2026, 5:00 pmClosed
EE Jal Shakti Division Chamba
EE Jal Shakti Division Chamba
C/o 1 No. storage tank 3,00,000 ltr. Cap. Near Indoor Stadium Bargah and laying, jointing and testing of G.I pipe 40mm dia for Indoor stadium in Barga Ground at RD 0 to 820 ) under AMRUT 2.0
2026_HPIPH_143080_1
EE-JSV-CBA-2026-8535-8585 dated 09.09.2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹53,766
12 Oct 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 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 including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. 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. | 377.8 | Per Cum. | - | - |
| 2 | Providing and laying cement concrete 1:3:6(1:cement :3 sand:6 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 23.47 | Per Cum. | - | - |
| 3Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in | |||||
| 3.1 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 15.64 | Per Cum. | - | - |
| 3.2 | Wall (any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 41.92 | Per Cum. | - | - |
| 3.3 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 11.12 | Per Cum. | - | - |
| 4Providing 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 | |||||
| 4.1 | 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. | 318.85 | Per Sqmt. | - | - |
| 5Providing form work of ordinary timber plankings so as to give a rough finish including centering shuttering strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in | |||||
| 5.1 | Arches upto 6 mtr. span with in all leads and lifts as per direction of the Engineer-in-charge. | 72.47 | Per Sqmt. | - | - |
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