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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹23.8 L+₹2.1 L (9.50%)Rejected-Finance ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | L2 | Rejected-Finance second lowest bidder |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
7 Apr 2025, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer PWD Roads Division Idukki Painavu
GENERAL V T Road Urgent Construction of culvert and providing drainage facility to Vannappuram Thommankuth road Km 4 1000 General Civil Work
2025_PWD_755384_1
81/EE/2024-25
Open Tender
Civil Works - Roads
Item Wise
90 days
Karimannoor
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
27 Jun 2025
27 Mar 2025
9 Apr 2025
27 Mar 2025
7 Apr 2025
27 Mar 2025
Amount
SITE CLEARING & RETAINING WALL WORKS
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
2.4.4.B: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> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br>
2.4.4.D: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> Dismantling Stone Masonry - Dry rubble masonry<br>
OD182818/2023-2024:Ring Bund Type II :Putting up ring bund with earth fill gunny bags of top width 2.00 m ,height 2.00m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. complete
OD182829/2023-2024:Bailing out water by using 5 HP diesel engine and pump set including conveying to site and erecting cost of fuel lubricants etc. complete.
3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
OD297131/2024-2025:Dry rubble masonry for retaining walls (using departmental rubble) size below 40 dm3 including wedging them tightly with chips including all cost and conveyance of materials, labour charges etc. complete
OD189359/2023-2024:Dry rubble masonry for retaining walls using blasted rubble size below 40 dm3 including wedging them tightly with chips including all cost and conveyance of materials, labour charges etc. complete
CULVERT DRAIN AND ROAD 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
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
OD151641/2023-2024:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15. complete all as per the direction of Engineer in charge.
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD151642/2023-2024:PVC WEEP HOLES- Providing weep holes using 110mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer
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.
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.
OD297312/2024-2025:Close graded Premix surfacing /mixed seal surfacing .Providing ,laying and rolling of close graded premix surfacing material of 40 mm thickness composed of 25 mm to 10 mm and 11.2 to 0.09 mm aggregate using penetration grade bitumen using VG 30 the required line grade and level to serve as wearing coarse on a previously prepared base including mixing suitable plant. Laying and rolling a smooth wheeled roller 80-100 KN capacity and finished to required level and grade ,all works complete as per the direction of Engineer in charge
RENJITH MANUEL (BID ID -2189111)
Bidder Name
RENJITH MANUEL
SHIJU THOMAS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1226691.pdf
boq_comp_chart.xlsx
xlsx
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