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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.4 L+₹43,318 (2.28%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹19.9 L+₹93,863 (4.94%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹20.2 L+₹1.2 L (6.17%)Rejected-AOC KERALA KL | KANNUR | KERALA | 670511 | L4 | Rejected-AOC L4 | |
| 5 | L5₹21.3 L+₹2.3 L (11.8%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹21.4 L
EMD Value
₹32,143
Closing Date
29 Jun 2021, 3:00 pmClosed
executive engineer
office of the executive engineer roads division muvattupuzha
e estimate is prepared, provisions such as 36 mm pot hole filling, levelling coarse and 20 mm thick close grade works are included in this estimate. GSB and WMM provisions are included for widening at infront of Kolenchery court and a drain
2021_PWD_426129_1
RD/2021/1433
Open Tender
Civil Works - Roads
Item Rate
90 days
kolenchery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹32,143
Yes
26 Aug 2021
14 Jun 2021
2 Jul 2021
14 Jun 2021
29 Jun 2021
14 Jun 2021
Amount
Appendix- A Road work
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
od24769/2020_2021/RD:Providing laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen to required line, grade and level to serve as a wearing course on a previously prepared base, including mixing in a suitable plant , laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical Specification clause 509 of MORD
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Appendix- B Drainage work
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
od25273/2020_2021/RD:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
ALBERT CHERIAN
P A RAJAN
SUNNY K M
Mc.Rajan
Bidder Name
ALBERT CHERIAN
SUNNY K M
RAFEEK C.H
P A RAJAN
Mc.Rajan
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