Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.1 LAccepted-AOC VILLAGE NANOWAL P O MALLEWAL TEHSIL BALACHAUR DISTT SBS NAGAR | MALLEWAL | SBS NAGAR | PUNJAB | ₹19.1 L | L-1 | Accepted-AOC Work awarded being L-1 |
| 2 | L-2₹20.3 L+₹1.2 L (6.04%)Rejected-AOC | ₹20.3 L+₹1.2 L (6.04%) | L-2 | Rejected-AOC Not considered being L-2 |
| 3 | L-3₹22.2 L+₹3.1 L (16.2%)Rejected-AOC | ₹22.2 L+₹3.1 L (16.2%) | L-3 | Rejected-AOC Not considered being L-3 |
| 4 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Others-Bidder has not fulfil eligibility criteria as per Sr. No. 4 (viii)(b) and Sr. No.6 of PQR, Hence Not Eligible |
| 5 | Not Admitted-PreQual/Technical REGD VILL BHEORA ROPAR | ROPAR | RUPNAGAR | PUNJAB | - | - | Not Admitted-PreQual/Technical Others-Bidder has not fulfil eligibility criteria as per Sr. No. 4 (iii) and Sr. No.6 of PQR, Hence Not Eligible |
Tender Value
₹19.7 L
EMD Value
₹39,460
Closing Date
19 Jan 2022, 2:30 pmClosed
Sr. XEN/Civil Mtc. Division, BBMB (PW) Ganguwal
Sr. XEN/Civil Mtc. Division, BBMB (PW), Ganguwal
Providing permanent protection work for foundation of tower No.33 of N.F.S. Ckt.No.III- 66KV from Bhakra to PSPCL left bank at Bhakra.
2021_BBMB_80766_1
874
Open Tender
Civil Works
Tender cum Auction
180 days
Bhakra
As per Tender Documents
3 documents required · 3 mandatory
₹1,180
₹39,460
4 Jul 2022
30 Dec 2021
20 Jan 2022
30 Dec 2021
19 Jan 2022
30 Dec 2021
30 Dec 2021 - 19 Jan 2022
Amount
Earth work in excavation of foundations of bridges culverts, building including handling of materials with combined lead of 15 metres dressing of bed and sides stacking the excavated soil clear from the edge of excavation and subsequent filling around :- For hard clayey soil or hard conglomerate or semi rocky type of the nature of pick jumper with occasional blasting. (As per CSR-2020 item No.6.7 (c))
Cement concrete 1:4:8 with 40 mm gauge stone aggregate using concrete mixing by mechanical means using concrete mixer volumetric type. (As per CSR-2020 item No.10.11-B-ii)
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). (As per CSR-2020 item No.9.1)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (B) PCC Grade M-20 (As per CSR-2020 item No.21.-B)
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (As per CSR-2020 item No.18.18)
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved. (As per CSR-2020 item No.9.3)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. ( b) PCC Grade M20 Height upto 5 M (As per CSR-2020 item No.21.32-B)
Earth Filling:- Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 1000 metres. (As per CSR-2020 item No.6.8-c-i)
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved. Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey. (As per CSR-2020 item No.9.3 & 9.15)
Height from 4 to 8 Mtr. (As per CSR-2020 item No.9.3)
Height from 8 to 10 Mtr. (As per CSR-2020 item No.9.15)
Cement Concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type. [ Ref of CSR-2020- 10.12-a-ii ] Extra for R.C.C/PCC. work done in each subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey. (As per CSR-2020 item No. 10.12-a-ii & 10.48)
Height from 4 to 8 Mtr. (As per CSR-2020 item No. 10.12-a-ii)
Height from 8 to 10 Mtr. (As per CSR-2020 item No. 10.48)
Conglomerate floor 50mm thick cement concrete rate 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling using mechanical mixer for mixing of material. (As per CSR-2020 item No.14.10)
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer ad per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. (As per CSR item No.10.15)
Cement concrete 1:8:16 (b) With stone aggregates 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type. (As per CSR item No.10.6-b-ii).
Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type. (As per CSR item No.10.13-a-ii)
Making Holes in rock of 45 MM Φ (As per AOR)
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as perspecifications.(ii) 75mm o/d pipe of 10 Kgf. / sqcm. (As per CSR-2020 item No.28.13-ii)
Bidder Name
Amount in Words
Yashpal
THE DASGRAIN CO OP L AND C SOCIETY
Harvir Singh Govt. Contractor
Harvir Singh Govt. Contractor
THE DASGRAIN CO OP L AND C SOCIETY
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .