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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance HOUSE NO 18 1 DHOBIGHAT ROAD NEAR DC OFFICE WARD NO 12 SOLAN DISTT SOLAN H P 173212 | SOLAN | SOLAN | HIMACHAL PRADESH | 173212 | ₹12.4 L | L1 | Accepted-Finance accepted |
| 2 | L2₹13.0 L+₹60,765.56 (4.90%)Rejected-Finance VPO TIKKA NAGROTA TEHSIL NURPUR DISTT KANGRA HIMACHAL PRADESH | KANGRA | HIMACHAL PRADESH | 175013 | ₹13.0 L+₹60,765.56 (4.90%) | L2 | Rejected-Finance rejected |
| 3 | L3₹13.7 L+₹1.3 L (10.4%)Rejected-Finance | ₹13.7 L+₹1.3 L (10.4%) | L3 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | ROHIT VERMA L1 | RAVI DUTT L3 | RIPAN MAHAJAN L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. | 97.63 | Cum | 465 ₹45,397.95 Lowest | 472 ₹46,081.36 | 470 ₹45,886.1 |
| 2.00 | Providing and laying cement concrete 1:4:8 (One cement :Four sand : Eight stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts. | 7.81 | Cum | 7,000 ₹54,670 Lowest | 8,000 ₹62,480 | 7,800 ₹60,918 |
| 3.00Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||
| 3.10 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. | 14.1 | Cum | 12,000 ₹1,69,200 Lowest | 14,500 ₹2,04,450 | 13,000 ₹1,83,300 |
| 3.20 | Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. | 14.53 | Cum | 12,300 ₹1,78,719 Lowest | 14,500 ₹2,10,685 | 13,000 ₹1,88,890 |
| 3.30 | Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. | 7.7 | Cum | 12,300 ₹94,710 Lowest | 14,500 ₹1,11,650 | 13,000 ₹1,00,100 |
| 4.00 | Providing Tor steel reinforcement for RCC.work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in- Charge. (labour rate) | 3,672 | Kgs. | 103 ₹3,78,216 Lowest | 106 ₹3,89,232 | 105 ₹3,85,560 |
| 5.00Providing 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 for all height of propping and centring below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | ||||||
| 5.10 | Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster's buttresses plinth string courses & the like as per the direction of the Engineer-in-charge with in all lead & lifts. | 130.24 | Sqm. | 450 ₹58,608 Lowest | 470 ₹61,212.8 | 468 ₹60,952.32 |
| 5.20 | Side and sofits of beam ,haunching,cantilever and bressumers and lintels not exceecding 1 mtrs in all depth in all heights from floor compelete within all leads and lifts as per the direction of Engineer-in-Charge. | 10.57 | Sqm. | 480 ₹5,073.6 Lowest | 498 ₹5,263.86 | 492 ₹5,200.44 |
Tender Value
₹12.5 L
EMD Value
₹24,948
Closing Date
15 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVIISON CHOWARI
Co UG tank capacity 80000 ltrs
2026_HPIPH_138415_1
NIT NO 6747-6846 DATED 07-07-2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹24,948
17 Sept 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
15 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. | 97.63 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:4:8 (One cement :Four sand : Eight stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts. | 7.81 | Cum | - | - |
| 3Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 0.0 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. | 14.1 | Cum | - | - |
| 0.0 | Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. | 14.53 | Cum | - | - |
| 0.9 | Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. | 7.7 | Cum | - | - |
| 4 | Providing Tor steel reinforcement for RCC.work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in- Charge. (labour rate) | 3,672 | Kgs. | - | - |
| 5Providing 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 for all height of propping and centring below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||
| 5.1 | Vertical surface such as wall (any thickness) partitions walls & the like including the attached pillaster's buttresses plinth string courses & the like as per the direction of the Engineer-in-charge with in all lead & lifts. | 130.24 | Sqm. | - | - |
| 5.2 | Side and sofits of beam ,haunching,cantilever and bressumers and lintels not exceecding 1 mtrs in all depth in all heights from floor compelete within all leads and lifts as per the direction of Engineer-in-Charge. | 10.57 | Sqm. | - | - |
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