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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹26.2 L+₹5,597.34 (0.21%)Rejected-AOC NELLIKUZHY GRAMA PANCHAYATH | WAYANAD | KERALA | 670644 | L2 | Rejected-AOC L2 | |
| 3 | L3₹27.3 L+₹1.2 L (4.44%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
Refer Docs
EMD Value
₹45,427
Closing Date
16 Aug 2021, 11:00 amClosed
Executive Engineer, PWD Roads Division, MVPA
O/o Executive Engineer, PWD Roads Division, MVPA
estimate is prepared for BT Patch repair, reconstruction of the culvert, construction of retaining wall, and providing shoulder strengthening
2021_PWD_432794_1
TR/RD/2021/296/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Oonjappara
please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹45,427
Yes
3 Nov 2021
2 Aug 2021
18 Aug 2021
2 Aug 2021
16 Aug 2021
2 Aug 2021
Amount
CD work
2.4.1.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 - Lime Concrete, cement concrete grade M-10 and below - By Manual Means
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
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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
od20676/2020_2021/RD:Dry Rubble masonry construction for retaining walls.
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)
Road surfacing works
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
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.
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.
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.
od20684/2020_2021/RD:Providing laying and rolling of close graded premix carpet of 2 mm thickness composed of 11.2 mm to 0.09 mm (Morth M-041 )Aggregates premixed using viscosity grade bitumen (VG 30 @ 22 Kg of bitumen per 10 sqm (Morth 5.7.1 Type A )to required line,grade and level on a previously prepared base ,including mixing in a suitable plant ,laying and rolling with athree wheel static roller of 80-100 KN capcity,finished to required level and grades.By manual means
antony devassy
Jose P.M
Bidder Name
Shaju Mathai
antony devassy
Jose P.M
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