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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC VILL SHARGHAL P O PARALA TEHSIL THEOG DISTT SHIMLA H P | ₹15.0 L Quoted ₹15.6 L | L1 | Accepted-AOC Accepted as bidder found L1 |
| 2 | L2₹16.0 LRejected-AOC 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹16.0 L | L2 | Rejected-AOC Rejected as bidder found L2 |
| Sl No | Description | Qty | Unit | SANJEEV KUMAR L2 | SAnjeev Kumar L3 | ROHIT BEAKTA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc. in earth work,lift uoto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. Layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres. | 7.68 | Cum | 817 ₹6,274.56 | 820 ₹6,297.60 | 810.6 ₹6,225.41 |
| 2.00 | Excavation in Drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead 20metres and lift upto 1.5 metres disposed earth to be levelled and neatly dressed complete in all respect and to the entire satisfaction of the Engineer-in-charge. | 735 | Cum | 520 ₹3.8 L | 530 ₹3.9 L | 510.5 ₹3.8 L |
| 3.00 | Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth. | 1.28 | Cum | 9,604 ₹12,293.12 | 9,650 ₹12,352 | 9,504.8 ₹12,166.14 |
| 4.00Proving & laying cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggrtegate 20mm dia) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | ||||||
| 4.01 | Foundation and plinth | 1.3 | Cum | 15,630 ₹20,319 | 15,800 ₹20,540 | 15,620.3 ₹20,306.39 |
| 4.02 | Walls (any thickness) but not less than 0.10 m thickness) attached pillasters, buttresses,plinth and string courses etc. from top of foundation level upto floor two level. | 3.73 | Cum | 15,793 ₹58,907.89 | 15,800 ₹58,934 | 15,793.7 ₹58,910.50 |
| 5.00Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in | ||||||
| 5.01 | Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level. | 1.03 | Cum. | 15,697 ₹16,167.91 | 15,800 ₹16,274 | 15,667.4 ₹16,137.42 |
| 6.00 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level. | 393 | Kg | 95 ₹37,335 | 98 ₹38,514 | 94.9 ₹37,295.70 |
| 7.00Providing 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 , 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 insitu reinforced concrete and plain concrete work including all leads and lifts in:- )Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like. | ||||||
Tender Value
₹16.0 L
EMD Value
₹31,900
Closing Date
5 Mar 2026, 11:00 amClosed
Executive Engineer Jal Shakti Division Matiana
O/o Executive Engineer Jal Shakti Division Matiana
C O RCC storage tank 10000 ltr Capacity and providing laying and jointing of GI pipes to village Baila
2026_HPIPH_129742_1
JSV-Matiana-Tender-12439-88 Dated-26.02.2026-5
Open Tender
Civil Works - Others
180 days
Theog
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹31,900
23 Apr 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Excavation in foundations, trenches etc. in earth work,lift uoto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. Layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres.
Excavation in Drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead 20metres and lift upto 1.5 metres disposed earth to be levelled and neatly dressed complete in all respect and to the entire satisfaction of the Engineer-in-charge.
Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth.
Proving & laying cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggrtegate 20mm dia) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation and plinth
Walls (any thickness) but not less than 0.10 m thickness) attached pillasters, buttresses,plinth and string courses etc. from top of foundation level upto floor two level.
Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in
Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.
Providing 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 , 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 insitu reinforced concrete and plain concrete work including all leads and lifts in:- )Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like.
Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like.
Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.
Edges of slabs and breaks in floorand wall under 20 cm wide.
Prov., Laying & Jointing in trenches GMS tube (Light grade) tube fittings and jointed complete (earth work in trenches to be measured and paid for separately) and as per the diretion of Engineer-in-Charge.
25 mm dia
40 mm dia
Providing and fixing brass Wheel valve of superior quality including fitting complete as per directions of the Engineer-in-Charge.
25 mm dia
40 mm dia
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