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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 4 | Accepted-Technical GOVT CONTRACTOR VILLAGE P O CHALWARA TEHSIL JAWALI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | Accepted-Technical ACCEPTED |
Tender Value
₹3.5 L
EMD Value
₹6,975
Closing Date
21 Sept 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
RRD to LIS Barla Trimble in tehsil Bhattiyat Distt Chamba HP SH CO RCC Slab and providing crate work at left bank of Chakki Khad
2026_HPIPH_143268_1
NIT NO 12235-12334 DATED 08-09-2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
CHOWARI CHAMBA HP
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
₹6,975
1 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
21 Sept 2026
11 Sept 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 | 3.91 | Cum | - | - |
| 2 | Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately) within all leads and lifts as per the Direction of Engineer-in-Charge. | 39.06 | Cum | - | - |
| 3 | Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly) G.l. wire 5mm thick corresponding to SWG-6 15cm.x15cm. mesh. The size of crates 1.25×1.25×1.25 m with in all leads and lifts as per Direction of Engineer-in-Charge | 187.5 | Cum | - | - |
| 4Providing 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:- | |||||
| 4.1 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200 mm in thickness. | 15.81 | Sqm | - | - |
| 4.3 | 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 | 9.66 | Cum | - | - |
| 4.4 | Edges of slabs and breakes in floors and walls under 20cm wide with in all leads and lifts as per Direction of Engineer-in-Charge | 16.1 | Rmt | - | - |
| 5Providing and laying cement concrete work 1:2:4 (1 cement 2 sand 4 graded crushed stone agg. 20 mm nominal size) and curring complete cost of form work and reinforcement for reinforced concrete work: | |||||
| 5.1 | In suspended floor roofs landing and shelves and their support balconies beams girders bressumers and cantilevers upto floor two level involving entire carriage of materilas within all leads and lifts | 3.82 | Cum | - | - |
| 6 | Providing mild/tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete with in all leads and lifts as per Direction of Engineer-in-Charge. | 458.46 | Kgs | - | - |
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