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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC VADASSERIKKARA PO VADASSERIKKARA KERALA KL | PATHANAMTHITTA | KERALA | 689662 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹11.3 L+₹5,176.36 (0.46%)Rejected-AOC | L2 | Rejected-AOC First lowest bidder | |
| 3 | L3₹11.7 L+₹41,929.88 (3.72%)Rejected-AOC | L3 | Rejected-AOC Second lowest bidder | |
| 4 | L4₹11.9 L+₹58,820.64 (5.21%)Rejected-AOC | L4 | Rejected-AOC Third lowest bidder | |
| 5 | L5₹11.9 L+₹60,231.53 (5.34%)Rejected-AOC | L5 | Rejected-AOC Fourth lowest bidder |
Tender Value
Refer Docs
EMD Value
₹20,078
Closing Date
3 Feb 2021, 2:30 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, PWD Roads Sub Division, Ranny
Construction of drainage facilities and re construction of culvert
2021_PWD_408060_1
PWD/2020-2021/17071/RNI
Open Tender
Civil Works - Roads
Item Rate
30 days
Laha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹20,078
Yes
23 Jul 2021
22 Jan 2021
5 Feb 2021
22 Jan 2021
3 Feb 2021
22 Jan 2021
Amount
Construction of culvert
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 1000mExcavation 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
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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>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
12.4 : 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.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 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>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 <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
9.2.A : Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . <br> 1000 mm dia <br>Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia
13.9.A : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification <br> Granular materialBack filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
od17025/2020_2021 : Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification earth
edayileveettil construction
p v sasidharan
Tinku Abraham
majo joseph
Bidder Name
edayileveettil construction
p v sasidharan
majo joseph
mathew p.v
Tinku Abraham
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