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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.9 LAccepted-AOC | ₹53.9 L | L1 | Accepted-AOC Work awarded to L1 contractor vide this office letter No. 6352-57 dated 05-09-2025 |
| 2 | L2₹56.4 L+₹2.6 L (4.73%)Rejected-Finance HIMACHAL PRADESH HP | ₹56.4 L+₹2.6 L (4.73%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹58.8 L+₹4.9 L (9.13%)Rejected-Finance | ₹58.8 L+₹4.9 L (9.13%) | L3 | Rejected-Finance REJECTED |
| 4 | L4₹61.3 L+₹7.4 L (13.7%)Rejected-Finance GOVT CONT VILLAGE AND P O NANIKHAD TEHSIL BHATTIYAT AND DISTT CHAMBA H P | ₹61.3 L+₹7.4 L (13.7%) | L4 | Rejected-Finance REJECTED |
| 5 | L5₹65.7 L+₹11.9 L (22.0%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹65.7 L+₹11.9 L (22.0%) | L5 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | Rajeshwar Singh L1 | PAWAN KUMAR L5 | A.R ENTERPRISES L4 | SATISH KUMAR DHIMAN L3 | Ajay Kumar L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in earth work in all classification of soil such as pick, spade, jumper, blasting soft / hard rock etc. lift upto 1.50 metres stacking the excavated soil not more than 3.00 metres and then returning tha stacked soil in 15cm layers when required in plinth sides of foundation etc. consoildating each deposited layer by ramming, watering and then disposing of all surplus excavated earth with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 23.64 | Cum. | 330 ₹7,801.2 Lowest | 400 ₹9,456 | 460 ₹10,874.4 | 330 ₹7,801.2 Lowest | 376 ₹8,888.64 |
| 2.00 | Excavation in drains and channel etc. in all classification of soil such as pick, spade, junper, blasting soft / hard rock etc. lift upto 1.50 metres stacking the excavated soil not more than 3.00 metres and then returning tha stacked soil in 15cm layers when required in plinth sides of foundation etc. consoildating each deposited layer by ramming, watering and then disposing of all surplus excavated earth with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 537.51 | Cum. | 200 ₹1,07,502 Lowest | 420 ₹2,25,754.2 | 400 ₹2,15,004 | 330 ₹1,77,378.3 | 376 ₹2,02,103.76 |
| 3.00 | Providing & laying cement concrete 1:4:8(1 cement :4 sand :8 graded crushed stone aggregate 40mm nominal size) and curring complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 99.27 | Cum. | 7,300 ₹7,24,671 | 7,500 ₹7,44,525 | 7,600 ₹7,54,452 | 6,900 ₹6,84,963 | 6,800 ₹6,75,036 Lowest |
| 4.00Providing and laying cement concrete 1:2:4 (1 : Cement 2: Sand 4: Stone aggregate 20 mm Nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | ||||||||
| 4.10 | Foundation footing bases of pucca Main Kuhl with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 124.65 | Cum. | 8,850 ₹11,03,152.5 Lowest | 9,500 ₹11,84,175 | 9,200 ₹11,46,780 | 9,100 ₹11,34,315 | 9,000 ₹11,21,850 |
| 4.20 | In walls (any thickness but not less than 0.10 meter thickness) attatched pillasters with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 198.86 | Cum. | 9,150 ₹18,19,569 | 9,800 ₹19,48,828 | 9,550 ₹18,99,113 | 9,300 ₹18,49,398 | 9,000 ₹17,89,740 Lowest |
| 5.00Providing and laying cement concrete 1:1.5:3 (1 : Cement 1.5: Sand 3: Stone aggregate 20 mm Nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | ||||||||
| 5.10 | Foundation footing bases of pucca Main Kuhl with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 1.9 | Cum. | 10,000 ₹19,000 | 10,500 ₹19,950 | 10,100 ₹19,190 | 10,900 ₹20,710 | 8,500 ₹16,150 Lowest |
| 5.20 | In walls (any thickness but not less than 0.10 meter thickness) attatched pillasters with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. | 3.45 | Cum. | 10,000 ₹34,500 | 10,800 ₹37,260 | 10,110 ₹34,879.5 | 11,200 ₹38,640 | 8,500 ₹29,325 Lowest |
| 6.00Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | ||||||||
Tender Value
₹69.2 L
EMD Value
₹1.3 L
Closing Date
9 Jul 2025, 11:00 amClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Remodeling of Flow Irrigation Scheme Balood in Tehsil Bhattiyat District Chamba Himachal Pradesh Sub head CO Head Weir 1 Job CO Pucca Main Channel at RD 400 to 2310 1910 Rmt CO Pucca field Channel at RD 0 to 860 860 Rmt Co 5 No outlets
2025_HPIPH_108925_1
NIT NO 2401-2500 DATED 27-06-2025 JOB NO 5
Open Tender
Civil Works - Water Works
Item Rate
180 days
CHOWARI CHAMBA HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹1.3 L
24 Apr 2026
28 Jun 2025
9 Jul 2025
28 Jun 2025
9 Jul 2025
28 Jun 2025
28 Jun 2025 - 7 Jul 2025
Amount
Excavation in foundations trenches etc. in earth work in all classification of soil such as pick, spade, jumper, blasting soft / hard rock etc. lift upto 1.50 metres stacking the excavated soil not more than 3.00 metres and then returning tha stacked soil in 15cm layers when required in plinth sides of foundation etc. consoildating each deposited layer by ramming, watering and then disposing of all surplus excavated earth with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Excavation in drains and channel etc. in all classification of soil such as pick, spade, junper, blasting soft / hard rock etc. lift upto 1.50 metres stacking the excavated soil not more than 3.00 metres and then returning tha stacked soil in 15cm layers when required in plinth sides of foundation etc. consoildating each deposited layer by ramming, watering and then disposing of all surplus excavated earth with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Providing & laying cement concrete 1:4:8(1 cement :4 sand :8 graded crushed stone aggregate 40mm nominal size) and curring complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Providing and laying cement concrete 1:2:4 (1 : Cement 2: Sand 4: Stone aggregate 20 mm Nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
Foundation footing bases of pucca Main Kuhl with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
In walls (any thickness but not less than 0.10 meter thickness) attatched pillasters with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Providing and laying cement concrete 1:1.5:3 (1 : Cement 1.5: Sand 3: Stone aggregate 20 mm Nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
Foundation footing bases of pucca Main Kuhl with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
In walls (any thickness but not less than 0.10 meter thickness) attatched pillasters with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
Vertical surface such as Wall any thickness partitions and the like including attached pilasters, buttersses, plinth and string courses etc. within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge and the like.
Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in- Charge.
Ajay Kumar (BID ID -532357)
SATISH KUMAR DHIMAN (BID ID -532353)
A.R ENTERPRISES (BID ID -532122)
PAWAN KUMAR (BID ID -531936)
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