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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.4 LAccepted-Finance | 1 | Accepted-Finance Qualified | |
| 2 | 2₹10.6 L+₹13,995 (1.34%)Accepted-Finance | 2 | Accepted-Finance Qualified | |
| 3 | 3₹11.9 L+₹1.5 L (14.3%)Accepted-Finance | 3 | Accepted-Finance Qualified | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Experience not submitted as per SBD |
Tender Value
₹12.6 L
EMD Value
₹25,000
Closing Date
28 Jan 2023, 2:00 pmClosed
EXECUTIVE ENGINEER 400KV TLD BHEP CHANDERKOTE
CHANDERKOTE RAMBAN
Repair/restoration of damaged protection walls and toe wall at tower location no. 36 of 400 KV D/C Baglihar-Kishanpur transmission line.
2023_SPDC_202435_1
E NIT NO 13OF2022-23
Open Tender
Civil Works
Item Rate
60 days
Chanderkote
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
CPAO BHEP CHANDERKOTE
₹25,000
17 Feb 2023
14 Jan 2023
30 Jan 2023
14 Jan 2023
28 Jan 2023
17 Jan 2023
14 Jan 2023 - 17 Jan 2023
Amount
Demolishing of stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 m lead. 30 m x ((0.6+1.75)/2) x 4 m = 141cum
Removing cement motor and cleaning of serviceable material for reuse, 80 % quantity vide item 1.
soling Stone in foundation including supply.
Cement concrete 1:4:8 (40 mm stone agg crushed stone).
Random rubble masonry with nallah stone in foundation & plinth level including levelling up with cement conc. 1:6:12 (1 cement: 6 coarse sand: 12 graded stone agg 20 mm nominal size) at plinth level with cement mortar in 1:6 (1 cement : 6 coarse sand).
Providing & laying cement concrete in retaining walls , return walls, including attached pebsters, columns, piers, abutments, pillars, parapets, coping bed blocks etc. excluding cost of centring, shuttering etc in 1:2:4 (1 cement : 2 coarse sand: 4 graded stone agg 20 mm nominal size) crushed.
Back filling behind retaining wall with boulders.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
Carriage of material by mechanical transport.
Cement 20 KM
Sand 40 KM
Stone agg 40 KM
Carriage of material by Head Load for an average distance of 1000 metres.
Cement
Sand + stone agg
Stone for an average distance of 500 m.
JOGINDER SINGH
M/s Mohd Firdoos Rather
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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