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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H5₹1.5 L−₹54,035.15 (27.1%)Accepted-AOC | ₹1.5 L−₹54,035.15 (27.1%) | H5 | Accepted-AOC Lowest One |
| 2 | H1₹2.0 LRejected-AOC | ₹2.0 L | H1 | Rejected-AOC Not Lowest One |
| 3 | H2₹2.0 L−₹2,123.35 (1.07%)Rejected-AOC HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | ₹2.0 L−₹2,123.35 (1.07%) | H2 | Rejected-AOC Not Lowest One |
| 4 | H3₹2.0 L−₹4,246.70 (2.13%)Rejected-AOC | ₹2.0 L−₹4,246.70 (2.13%) | H3 | Rejected-AOC Not Lowest One |
| 5 | H4₹1.7 L−₹33,885.50 (17.0%)Rejected-AOC | ₹1.7 L−₹33,885.50 (17.0%) | H4 | Rejected-AOC Not Lowest One |
| Sl No | Description | Qty | Unit | Lata Devi H3 | Yogesh Chauhan H1 | Satish Kumar H2 | Ravi Kant H4 | SHITLA DEVI H5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing of Bushes including uprooting of rank vegetation grass brushwood trees and saplings of girth up to 30cm measured at a height of 0.5 meter above ground and removal of rubbish up to a distance of 1.00 metres outside the periphery of area cleared as per direction and it the entire satisfaction of Engineer-in-Charge. | 300 | Cum | 35 ₹10,500 | 45 ₹13,500 | 40 ₹12,000 | 35 ₹10,500 | 12 ₹3,600 Lowest |
| 2.00Cement concrete lining 15cm thick or less for Irrigation channel using cement concrete 1:3:6 (1 cement :3 sand:6 graded stone agg.20mm nominal size) with hand mixed concrete lining complete as per direction and to the entire satisfaction of Engineer-in-Charge | ||||||||
| 2.01 | Hand mixed concretge lining in Bed. | 4.5 | Cum | 9,800 ₹44,100 | 9,810 ₹44,145 | 9,805 ₹44,122.5 | 7,800 ₹35,100 | 6,900 ₹31,050 Lowest |
| 3.00 | 20mm thick cement plaster in Two coat backing coat 10 mm & finishing coat of fair side of brick /stone /concrete walls for interior plastering upto floor two level i/c arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)including curing complete as per direction and to the entire satisfaction fo Engineer-in-charge upto all lead and lifts. | 90 | Sqmt | 300 ₹27,000 | 310 ₹27,900 | 305 ₹27,450 | 275 ₹24,750 | 250 ₹22,500 Lowest |
| 4.00 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge. | 4.84 | Cum | 360 ₹1,742.4 | 370 ₹1,790.8 | 365 ₹1,766.6 | 340 ₹1,645.6 Lowest | 350 ₹1,694 |
| 5.00Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- | ||||||||
| 5.01 | Vertical surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge. | 11.05 | Sqmt | 420 ₹4,641 | 430 ₹4,751.5 | 425 ₹4,696.25 | 380 ₹4,199 | 199 ₹2,198.95 Lowest |
| 6.00 | Providing and laying cement concrete work 1:5:10( 1 cement :5 sand :10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 14.28 | Cum | 7,500 ₹1,07,100 | 7,510 ₹1,07,242.8 | 7,505 ₹1,07,171.4 | 6,250 ₹89,250 | 5,900 ₹84,252 Lowest |
Tender Value
Refer Docs
EMD Value
₹3,885
Closing Date
9 Mar 2026, 5:00 pmClosed
Executive Engineer JS Division Sarkaghat
Executive Engineer JS Division Sarkaghat
C O Pacca field Channel at RDs 0 to 150 and C O of Retaining wall to protect Kulh
2026_HPIPH_129977_1
9782-9831 dt. 28.02.2026
Open Tender
Civil Works
Item Rate
90 days
Bhaderwar
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer JS Division Sarkaghat
₹3,885
5 Sept 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing of Bushes including uprooting of rank vegetation grass brushwood trees and saplings of girth up to 30cm measured at a height of 0.5 meter above ground and removal of rubbish up to a distance of 1.00 metres outside the periphery of area cleared as per direction and it the entire satisfaction of Engineer-in-Charge. | 300 | Cum | - | - |
| 2Cement concrete lining 15cm thick or less for Irrigation channel using cement concrete 1:3:6 (1 cement :3 sand:6 graded stone agg.20mm nominal size) with hand mixed concrete lining complete as per direction and to the entire satisfaction of Engineer-in-Charge | |||||
| 2.01 | Hand mixed concretge lining in Bed. | 4.5 | Cum | - | - |
| 3 | 20mm thick cement plaster in Two coat backing coat 10 mm & finishing coat of fair side of brick /stone /concrete walls for interior plastering upto floor two level i/c arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)including curing complete as per direction and to the entire satisfaction fo Engineer-in-charge upto all lead and lifts. | 90 | Sqmt | - | - |
| 4 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge. | 4.84 | Cum | - | - |
| 5Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- | |||||
| 5.01 | Vertical surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge. | 11.05 | Sqmt | - | - |
| 6 | Providing and laying cement concrete work 1:5:10( 1 cement :5 sand :10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 14.28 | Cum | - | - |
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