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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-Finance VILLAGE KHANOARA POST OFFICE TUNDI DISTT CHAMBA H P 176307 | TUNDI | CHAMBA | HIMACHAL PRADESH | 176307 | ₹31.0 L | L1 | Accepted-Finance accepted |
| 2 | L2₹32.3 L+₹1.3 L (4.15%)Rejected-Finance | ₹32.3 L+₹1.3 L (4.15%) | L2 | Rejected-Finance rejected |
| 3 | L3₹35.7 L+₹4.7 L (15.1%)Rejected-Finance | ₹35.7 L+₹4.7 L (15.1%) | L3 | Rejected-Finance rejected |
| 4 | L4₹36.6 L+₹5.6 L (18.0%)Rejected-Finance GOVT CONT VILLAGE AND P O NANIKHAD TEHSIL BHATTIYAT AND DISTT CHAMBA H P | ₹36.6 L+₹5.6 L (18.0%) | L4 | Rejected-Finance rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Satih Thakur L1 | VIDAL SHARMA L3 | A.R ENTERPRISES L4 | Nitika Enterprises L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge. | 97.11 | Cum. | 520 ₹50,497.2 | 520 ₹50,497.2 | 550 ₹53,410.5 | 470 ₹45,641.7 Lowest |
| 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 : pick work & jumper work. | 151.3 | Cum. | 590 ₹89,267 | 590 ₹89,267 | 610 ₹92,293 | 533 ₹80,642.9 Lowest |
| 3.00Providing 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 and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||||
| 4.00 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts. | 875.5 | Sqm | 450 ₹3,93,975 Lowest | 520 ₹4,55,260 | 540 ₹4,72,770 | 468 ₹4,09,734 |
| 5.00 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 milimetres in thickness within all leads and lifts as per the direction of Engineer -in- Charge. | 63 | Sqm | 790 ₹49,770 | 800 ₹50,400 | 810 ₹51,030 | 721 ₹45,423 Lowest |
| 6.00 | Providing and laying cement concrete 1 : 5 : 10 ( One cement : five sand : ten graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding the cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per P.W.D. specification within all leads and lifts as per the direction of Engineer-in-Charge. | 105.33 | Cum. | 7,850 ₹8,26,840.5 Lowest | 9,300 ₹9,79,569 | 9,400 ₹9,90,102 | 8,383 ₹8,82,981.39 |
| 7.00 | Providing and fixing of PVC Pipe for weep holes of 100 mm dia having pressure of 4.00 Kg/Cm square complete in all respect with in all leads and lifts as per Direction and to the entire satisfaction of Engineer-in -Charge. | 104 | Rmt | 250 ₹26,000 | 235 ₹24,440 | 240 ₹24,960 | 214.2 ₹22,276.8 Lowest |
| 8.00 | Providing and laying cement concrete 1:4 :8 ( One cement : four sand: eight graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | 22.69 | Cum. | 9,000 ₹2,04,210 Lowest | 10,700 ₹2,42,783 | 10,900 ₹2,47,321 | 9,643 ₹2,18,799.67 |
| 9.00Providing 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 :- | |||||||
| 10.00 | Foundation footing bases of pucca Main Kuhl. | 30.25 | Cum. | 9,750 ₹2,94,937.5 Lowest | 12,180 ₹3,68,445 | 12,200 ₹3,69,050 | 10,964 ₹3,31,661 |
Tender Value
₹35.7 L
EMD Value
₹71,395
Closing Date
27 Jun 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Jal Shakti Division Chowari
Restoration of rain damages to F.I.S. Chakki Khad Raipur Kuhl in tehsil Bhattiyat Distt. Chamba (HP)
2026_HPIPH_137017_1
NIT No 4500-4599 dated 19.06.2026
Open Tender
Civil Works
Item Rate
180 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
₹71,395
8 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
27 Jun 2026
20 Jun 2026
20 Jun 2026 - 27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge. | 97.11 | Cum. | - | - |
| 2 | 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 : pick work & jumper work. | 151.3 | Cum. | - | - |
| 3 | 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 and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | - | - | - | - |
| 4 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts. | 875.5 | Sqm | - | - |
| 5 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 milimetres in thickness within all leads and lifts as per the direction of Engineer -in- Charge. | 63 | Sqm | - | - |
| 6 | Providing and laying cement concrete 1 : 5 : 10 ( One cement : five sand : ten graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding the cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per P.W.D. specification within all leads and lifts as per the direction of Engineer-in-Charge. | 105.33 | Cum. | - | - |
| 7 | Providing and fixing of PVC Pipe for weep holes of 100 mm dia having pressure of 4.00 Kg/Cm square complete in all respect with in all leads and lifts as per Direction and to the entire satisfaction of Engineer-in -Charge. | 104 | Rmt | - | - |
| 8 | Providing and laying cement concrete 1:4 :8 ( One cement : four sand: eight graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | 22.69 | Cum. | - | - |
| 9 | 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 :- | - | - | - | - |
| 10 | Foundation footing bases of pucca Main Kuhl. | 30.25 | Cum. | - | - |
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