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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st lowest₹12.7 LAccepted-AOC VPO SAPNI TEHSIL SANGLA DISTT KINNAUR HP | SHIMLA | HIMACHAL PRADESH | 172101 | ₹12.7 L Quoted ₹1.3 Cr | 1st lowest | Accepted-AOC ok |
| 2 | 2nd₹1.4 Cr+₹13.3 L (10.4%)Rejected-Finance GOVT CONTRACTOR VILL GAHAR P O PANJGAIN TEHSIL SADAR DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹1.4 Cr+₹13.3 L (10.4%) | 2nd | Rejected-Finance 2nd Lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical All documents are not correct |
| 4 | Rejected-Technical | - | - | Rejected-Technical All documents are not correct |
Tender Value
₹1.8 Cr
EMD Value
₹2.1 L
Closing Date
23 Dec 2024, 5:00 pmClosed
Executive Engineer
Executive Engineer Jal Shakti Division Kaza DisttL Lahaul and Spiti (HP)
Patra cutting from RD 0 to 120mtrs and Rd 1629 to 3630 mtrs, Total length 2130mtrs,CO wire crates Head and Kuhl sides fromRd0 to 125mtrs,CO Random Rubble Masonry main channel from RD 0 to 985mtrs,RD 1245 to RD 15650Mtrs,RD1970
2024_HPIPH_96500_1
KZA-KZA00-712
Open Tender
Civil Works
Item Rate
545 days
Executive Engineer Jal Shakti Division Kaza
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,500
Yes
₹2.1 L
Yes
15 Mar 2025
12 Dec 2024
24 Dec 2024
12 Dec 2024
23 Dec 2024
12 Dec 2024
Amount
Cutting in earth work in all classification of soil such as pick work, jumper, blasting work , hard & soft rock saturated soil including chiselling/wedging out of rocks (where blasting work is prohibited)conglomerate rocks and mixed variety of soil etc.up to all leads and lifts stacking the serviceable and unserviceable material separately and disposal of excavated earth within all leads and lifts.
Excavation in earth work in all kinds and classification of soil such as pick work, jumper work, blasting work in soft or hard rocks and chiselling/wedging out of rocks (where blasting work is prohibited) lift up to all leads and lifts.
Wire crates made of Interlink chain filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately) within all leads and lifts.
Wire crates made of Interlink chain filled with boulders with square cut faces against the wire (boulders filling to be measured and paid for separately) interlink chain 4 mm thick corresponding to SWG – 6, 15cmx15cm mesh within all leads and lifts. LR
Excavation in drains and channels etc. in earth work in all kinds and classification of soil such as pick work, jumper work, blasting work in soft or hard rocks and chiselling/wedging out of rocks (where blasting work is prohibited) lift up to all leads and lifts.
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 in foundation and plinth within all leads and lifts.
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement: 6sand: 12graded stone aggregate 20mm nominal size)with cement mortar 1:6(1cenmet:6 sand) in foundation and plinth within all leads and lifts.
Providing and laying cement concrete 1:2:4(1cement: 2sand: 4graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts.
Extra allowances for c. conc lining on side slopes complete in all respect with in all leads & lifts.
Excavation in foundation & trenches etc. in earth work in all kinds and classification of soil such as pick work, jumper work, blasting work in soft or hard rocks and chiselling/wedging out of rocks (where blasting work is prohibited) lift up to all leads and lifts.
20mm rhick cement plaster in single coat on rough side of brick/stone masonery for interior plastering up to floor two level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar 1:3 (1 cement :3 sand) within all leads and lifts.
Laying, jointing, testing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings in all leads and lifts to the entire satisfaction of Engineer-in-charge (Earth work in trenches to be measured and separately) LR
HDPE, 250mm OD, PN 4.0, PE-80
Gaurav Thakur (BID ID -463705)
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