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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC MADAVOOR PO KOZHIKODE PIN 673585 | KOZHIKODE | KERALA | 673585 | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹36.6 L+₹96,435.96 (2.70%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹37.0 L+₹1.4 L (3.88%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹37.1 L+₹1.4 L (3.91%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹37.5 L+₹1.8 L (5.04%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹44.6 L
EMD Value
₹50,000
Closing Date
29 Oct 2021, 3:00 pmClosed
Executive engineer
Executive Engineer PWD Roads division Wayanad
GENERAL Flood damage 2020 21 Providing CC Drainage and culvert between km 0/200 to 0/700 of Sulthan Bathery Cherambady Road Work General Civil work
2021_PWD_447631_1
TR/RD/2021/58/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Sulthan bathery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
30 Nov 2021
23 Oct 2021
1 Nov 2021
23 Oct 2021
29 Oct 2021
23 Oct 2021
Amount
Culvert & Drain
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
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
15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.
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
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
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
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place 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.
od19798/2020_2021/RD:Providing ,laying and rolling of close grade premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type A) aggregates using penetration grade bitumen to required line, grade and level to serve as 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
MANOJ V G
George ma
SHABEER K.K.
mahesh n s
SHAJI V J
ABDUL SATHAR D M
Bidder Name
ASHRAF M
SHABEER K.K.
SHAJI V J
MANOJ V G
George ma
ABDUL SATHAR D M
mahesh n s
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