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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l-1₹6.2 LAccepted-AOC BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | l-1 | Accepted-AOC Accepted | |
| 2 | l-2₹6.6 L+₹44,282 (7.19%)Rejected-AOC VILLAGE BANAS P O JAON TEHSIL ANNI DISTT KULLU HP | SHIMLA | HIMACHAL PRADESH | 172001 | l-2 | Rejected-AOC Accepted | |
| 3 | l-3₹7.1 L+₹95,308.10 (15.5%)Rejected-AOC | l-3 | Rejected-AOC Accepted | |
| 4 | l-4₹9.5 L+₹3.4 L (54.8%)Rejected-AOC R O VILLAGE KALYANA P O KANLOG TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | l-4 | Rejected-AOC Accepted |
Tender Value
Refer Docs
EMD Value
₹17,770
Closing Date
7 Jan 2021, 11:00 amClosed
Executive Engineer NH Division HPPWD Chamba
Executive Engineer NH Division HPPWD Chamba
A/R and M/O on Chakki- Banikhet Chamba- Bharmour road NH-154-A Km 39/0 to 106/0 C/o wire crate R/wall at RD 57-200 TO 57-220
2020_PWD_43381_4
No.-NHC- 3600-3699 dated 11.12.20
Open Tender
Civil Works
Item Rate
90 days
Chamba
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
Executive Engineer NH Division HPPWD Chamba
₹17,770
15 May 2021
22 Dec 2020
7 Jan 2021
22 Dec 2020
7 Jan 2021
22 Dec 2020
Amount
Earth work in excavation of foundation of structure in all kinds of classification of soil such as pick work, jumper work, blasting work saturated soil including chiseling wedging out of rock where blasting is prohibited or any other mixed variety of soil, dewatering and/or removal of slush and other incidentals, lifts upto any height, stacking the excavated soil upto all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm ( Fifteen centimetre ) thick layer when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth to the disposal point within all leads and lifts complete in all respects, and as per direction of Engineer-in-Charge.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Backfilling behind abutment, wing wall and return wall with granular material complete as per the Drawings and MORT&H Specifications. 710.1.4 of IRC :78 and 2200 (5th revision) Item to include all materials, labour, machinery/equipment and incidental work including mechanical transport required to complete the job including all leads and lifts. Measurement shall be made for compacted finished volume of the backfilling material, and as per direction of Engineer-in-Charge.
contractor
Pyare Lal
Abhishek Thakur
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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