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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-Finance | L1 | Accepted-Finance ACCEPTED | |
| 2 | L2₹2.7 L+₹50,672.95 (23.1%)Rejected-Finance | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹3.3 L+₹1.1 L (51.3%)Rejected-Finance | L3 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | BALDEV RAJ L1 | Sushma Devi L3 | KHIYALI RAM 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. | 14.44 | Cum. | 550 ₹7,942 Lowest | 650 ₹9,386 | 800 ₹11,552 |
| 2.00 | Providing and laying cement concrete 1:4:8(1 cement: 4 sand: 8 graded stone aggregate 20mm 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. | 1.44 | Cum. | 8,700 ₹12,528 Lowest | 9,500 ₹13,680 | 9,500 ₹13,680 |
| 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. | 1.16 | Cum. | 10,930 ₹12,678.8 Lowest | 12,500 ₹14,500 | 12,000 ₹13,920 |
| 3.20 | In Walls (any thickness but not exceeding 0.10 meter thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge | 2.49 | Cum. | 11,165 ₹27,800.85 Lowest | 14,000 ₹34,860 | 13,500 ₹33,615 |
| 4.00Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, 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:- 4.1 | ||||||
| 4.10 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge | 44.32 | Sqm | 470 ₹20,830.4 Lowest | 600 ₹26,592 | 550 ₹24,376 |
| 5.00 | 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 | 219 | kgs | 90 ₹19,710 Lowest | 200 ₹43,800 | 120 ₹26,280 |
| 6.00 | Providing and fixing MS Cover on chamber with MS sheet of 2.00 mm thick fixed with angle iron frame of 25x25x3mm having locking arrangement complete with a size of 1.20m x 1.20m within all leads and lifts as per the direction of Engineer-In-Charge | 4 | No | 3,490 ₹13,960 Lowest | 4,000 ₹16,000 | 5,500 ₹22,000 |
| 7.00laying, jointing and Testing HDPE pipe of grade PE 80 following dia and pressure complete in all respect including fittings and accessories within all leads and lifts as per the direction of Engineer-In-Charge. 7.1 | ||||||
Tender Value
₹2.2 L
EMD Value
₹4,421
Closing Date
27 Jan 2026, 11:00 amClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Restoration of Rain Damages to FIS Lower Samote in Tehsil Sihunta Distt Chamba HP SH Excavation Laying and jointing of HDPE pipe 180 mm dia at RD 3435 to 3780 345x2 690 Rmt and Co 4 Nos Outlet Chamber
2026_HPIPH_125922_1
NIT NO 16336-16435 dated 15-01-2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
SIHUNTA CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹4,421
Yes
19 Feb 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
16 Jan 2026 - 27 Jan 2026
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.
Providing and laying cement concrete 1:4:8(1 cement: 4 sand: 8 graded stone aggregate 20mm 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.
Providing 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:-
Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer- in-Charge.
In Walls (any thickness but not exceeding 0.10 meter thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge
Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, 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:- 4.1
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge
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
Providing and fixing MS Cover on chamber with MS sheet of 2.00 mm thick fixed with angle iron frame of 25x25x3mm having locking arrangement complete with a size of 1.20m x 1.20m within all leads and lifts as per the direction of Engineer-In-Charge
laying, jointing and Testing HDPE pipe of grade PE 80 following dia and pressure complete in all respect including fittings and accessories within all leads and lifts as per the direction of Engineer-In-Charge. 7.1
180 mm dia PN-6.00 (PE-80)
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