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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.9 LAccepted-AOC VILLAGE KAWANOO P O BATARI TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | 1 | Accepted-AOC Accept | |
| 2 | 2₹14.5 L+₹1.6 L (12.3%)Rejected-Finance | 2 | Rejected-Finance Due to 2nd Lowest bedder | |
| 3 | 3₹16.8 L+₹3.8 L (29.5%)Rejected-Finance VILLAGE P O KUMARSAIN TEHSIL KUMARSAIN DISTT SHIMLA H P | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | 3 | Rejected-Finance Due to 3rd Lowest bedder | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹21,400
Closing Date
18 Feb 2021, 6:00 pmClosed
Executive Engineer
Kumarsain Division, HP.PWD., Kumarsain
Constructioin of road from Chimla to Skundi Km 0/000 to 1/020 SH Construction of PCC Retaining wall at various RD C/O Breast wall in Wire crate at RD 0/860 to 0/875 0/900 to 0/930 and C/O Retaining wall in wire crate at RD 0/880 to 0/900
2021_PWD_43994_1
PW-KMS-AB-NIT/2020-21-12267-69 dated 01.02.2021
Open Tender
Civil Works
Item Wise
90 days
Kumarsain
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
EE Kumarsain
₹21,400
28 Apr 2021
11 Feb 2021
19 Feb 2021
11 Feb 2021
18 Feb 2021
11 Feb 2021
Amount
Excavation in soil in hill area by manual means/mechanical means including cutting and trimming of side slope and disposing of excavated earth with in all leads and lifts as per drawing and technical specification clause 1603.10 as per direction of the Engineer-in-charge.
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom backfilling in trenches with excavated suitable materials upto all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100mmx100mm 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 specification Clause 1301 incuding entire carriage of mterials in all leads and lfits.
Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pie extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
StoBack filling behind abutment, wing wall and return wall complete as per drawings & technical specification clauses 1204.3.8. Granular Material including entire carriage of materials in all leads and lifts as per direction of the Engineer-in-Charge.
Naveen Verma
Shashi Bhushan
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tech_bid_open.pdf
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