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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC VILL PO GHANALWIN TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | L1 | Accepted-AOC Being a L1 | |
| 2 | L2₹28.7 L+₹8.6 L (42.8%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹30.4 L+₹10.4 L (51.6%)Rejected-AOC BHOTA TEHSIL BARSAR DISTT HAMIRPUR HP | L3 | Rejected-AOC Rejected | |
| 4 | L4₹31.5 L+₹11.4 L (56.7%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected due to not fulfil the cretia as per NIT |
Tender Value
₹28.7 L
EMD Value
₹57,400
Closing Date
21 Apr 2025, 5:00 pmClosed
EXECUTIVE ENGINEER JAL SHAKTI DIVISION GHUMARWIN
Executive Engineer Jal Shakti Division Ghumarwin
Construction of balance work of Dyke Check Dam stream side PCC Block under CRF in Seer Khad near mela Ground
2025_HPIPH_103865_2
GMR-BLP02-737(291-341)Dyke
Open Tender
Civil Works
Item Rate
90 days
Ghumarwin
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
Yes
₹57,400
Yes
16 May 2025
11 Apr 2025
22 Apr 2025
11 Apr 2025
21 Apr 2025
11 Apr 2025
11 Apr 2025 - 21 Apr 2025
Amount
Excavation in foundation and trenches for pipes & pits upto all depths etc.in all kinds of soils such as pick work,jumper work,blasting work in soft and hard rocks,chiselling work/wedging out of rock (where blasting is prohibited and saturated soils,stacking the excavated earth with in all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers,when req.into plinths sides of foundations and trenches etc., consolidating of all surplus excavated earth as directed by the Engineer in charge with in all lead and lifts including uprooting of trees,dressing of bed and sides and preparation of sub-grade,restoration of un-metalled/metalled/paved surfaces to its original conditions including shoring,sturtting,timbering and dewatering where ever is required,providing diversion for traffic,fixing night signals caution board crossing over trenches for acess to houses and to the entire satisfaction of the Engineer in charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.
Vertical surfaces
Providing and laying cement concrete 1:4:8 (1Cement:4sand :8graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
P/L cement concrete 1:3:6 (1Cement: 3 Sand: 6 graded stone aggregate 40mm nominal size) with 15% plum& curing complete excluding the cost of form work in R/Walls . Thesize of plum 150mm to 300mm as per PWD Specifications.
Providing and laying cement concrete 1:1.5:3 (1cement, 1.5 sand, 3graded stone aggregate 20mm nomonal size ) and curring complete excluding cost of form work and reinforcement for reinforced cement concrete work in all leads and lifts complete in foundation and plinths .
Providing mild steel /tor steel reinforcement for RCC work including bending binding and placing in posotioncomplete upto floor two level.
Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately).The weight of the boulder should not be less than 18 Kg.
Wire crates made of GI wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I wire 5mm thick corresponding to SWG-8. (15 x15) cm mesh.
M/s Raj construction Prop. Hemraj Chauhan (BID ID -511620)
verma traders (BID ID -511830)
Rajni kumari (BID ID -511837)
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tech_bid_open.pdf
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