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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder to awarded the work | |
| 2 | L2₹9.0 L+₹52,336 (6.19%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER |
Tender Value
₹8.9 L
EMD Value
₹17,900
Closing Date
23 Aug 2021, 6:00 pmClosed
Executive Engineer
Division HPPWD Kotkhai
C/o PCC and Wire crate R/Wall at R.D. 0/390 to 0/410
2021_PWD_51302_2
PW-KD-E-Tender/2021-22-2485-87 dt 12-08-2021
Open Tender
Civil Works - Roads
Item Rate
60 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹17,900
22 Aug 2022
16 Aug 2021
24 Aug 2021
16 Aug 2021
23 Aug 2021
16 Aug 2021
Amount
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material .including all leads and lifts. As per HPPWD specification of 1990 volume-I, as directed by 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, & 1203.in cement concrete 1:4:8 (1 cement : 4 sand : 8graded stone aggregate 40 mm nominal size) including all leads and lifts. As per HPPWD specification of 1990 volume-I, as directed by the 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.
Back filling behind abutment, wing/ wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 including all leads and lifts as per direction by the Engineer-In-Charge
Providing weep holes in brick/masonry /stone masonry/plain rain forced concrete abutment wing wall return wall with 100 mm dia pvc pipe extending through the full with of the stricter with stop of 1(V) :20 (H) towards drawing face complete as per drawing and technical specification.I ncluding all leads and lifts. As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
DEEPAK DHARMAIK
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tech_bid_open.pdf
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fin_eval.pdf
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