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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹50.8 L+₹5.4 L (11.9%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | Rejected-Technical C O R WALL NEAR GOVT SR SEC SCHOOL SANJAULI IN WARD NO 17 BENMORE | - | Rejected-Technical Non Responsive |
Tender Value
₹16.3 L
EMD Value
₹33,000
Closing Date
8 Oct 2020, 5:00 pmClosed
EE CHOPAL
HPPWD CHOPAL
P/L G-l ,G-ll, G-lll and Bituminous Concrete at RD 4/675 to 5/590
2020_PWD_41321_1
PW_CHD_CBE9/2020-6939-6989 dt 01-10-2020
Open Tender
Civil Works - Roads
Item Rate
60 days
CHOPAL
PW_CHD_CBE9/2020-65-165 dt 29-04-2020
11 documents required · 11 mandatory
₹500
EE CHOPAL
₹33,000
27 Oct 2021
3 Oct 2020
9 Oct 2020
3 Oct 2020
8 Oct 2020
3 Oct 2020
Amount
Preparation of sub grade by dressing to camber (earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil. i/c all leads and lifts and as per direction of the Engineer-in-Charge.
Consolidation of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade. i/c all leads and lifts and as per direction of the Engineer-in- Charge.
Providing, laying spreading and compacting stone aggregates of specific sies to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-l as per Technical specification clause 405. (a) By Mechanicall Means.
Providing, laying spreading and compacting stone aggregates of specific sies to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-ll as per Technical specification clause 405. (a) By Mechanicall Means.
Providing, laying spreading and compacting stone aggregates of specific sies to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-lll as per Technical specification clause 405. (a) By Mechanicall Means.
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 070- 1.00 kg/sqm using mechanical means as per Technical SpecificationClause 502.i/c all leads and lifts and as per direction of the Engineer-in- Charge.
Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503as per direction of the Engineer-in-Charge.
Providing and laying bituminous concrete(30mm) with 100-120 TPH batch type hot mix plaint producing an average output of 75 tonnes per hours using crushed aggregates of specified grading primixed with bitminous binder @ 5.4 to 5.6 per cent of mix filler transporting the hot mix to work site laying with a hydroslatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.509 complete in all respects.as perTechnical Specification Clause 503as per direction of the Engineer-in-Charge.
Lok Pal Rathour
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