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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder to awarded the work | |
| 2 | L2₹9.7 L+₹26,780.20 (2.83%)Rejected-Finance | L2 | Rejected-Finance L2 BIDDER |
Tender Value
₹8.1 L
EMD Value
₹16,300
Closing Date
10 Mar 2022, 6:30 pmClosed
Executive Engineer
Division HPPWD Kotkhai
C/o, R/Wall at R.D. 1/207 to 1/224 and 1/280 to 1/287 and C/o, Balance work of R/Wall at R.D. 1/145 to 1/175
2022_PWD_57535_15
PW-KD-E-Tender/2021-22-5917-19 dt 15-02-2022
Open Tender
Civil Works - Roads
Item Rate
60 days
Kotkhai
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹16,300
22 Oct 2024
5 Mar 2022
11 Mar 2022
5 Mar 2022
10 Mar 2022
5 Mar 2022
Amount
Excavation on soil in Hill Area by manual means including cutting and trimming of side slops and disposal of excavated earth with a lead &lift up to 1.50 Meter and lead 20 meter as per drawing.
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 within all leads and lifts and other incidents and as per directions of 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 1:6:12 (40 mm aggregates) including cost of form work and reinforcement concrete work and as per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.
Random rubble Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202, &1203. Random Rubble masonary Cement mortar 1:6. (1 cement : 6 sand) including all leads and lifts as per direction by the Engineer-in-Charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material including all leads and lifts a as per directed by the Engineer IN charge.
Providing and laying weep holes of retaining walls/ breastwalls 100 mm dia pvc pipe of working pressure not less than 4.52kg per sqm as per drawing and HPPWD Technical specification including the cost of form work and hauling of material in all leads and lifts as per the entire of Engineer in Charge.
Providing and laying of boulder apron laid in wire crates with 4mm dia G.I. 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 25Kg each as per drawing and technical specifications Clause 1301.
DEEPAK DHARMAIK
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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