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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-AOC | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹36.8 L+₹66,668.75 (1.84%)Rejected-AOC KERALA KL | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC Lowest 2 |
Tender Value
₹29.2 L
EMD Value
₹50,000
Closing Date
17 May 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION THRISSUR
General RM 2024 25 RC 2 Phase 1 Cluster 2 One Year Running Contract for Amballur Kallayi Road Ch 0 000 to 9 800 Under Roads Section Kodakara General Civil Work
2025_PWD_763038_1
PWD/RB/2372/2025-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Amballur Kallayi
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
4 Aug 2025
3 May 2025
19 May 2025
3 May 2025
17 May 2025
3 May 2025
Amount
Appendix A- Roads under Kodakara Section
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.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
concrete 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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
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. <br> PCC Grade M15 <br>
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
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>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually
ROAD SAFERTY WORKS
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br> Road Markers/Road Stud with Lense Reflector :-
Reactive maintenance
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD27829/2025-2026:Filling up pot holes with bituminous ready mix compound ( 25kg bag ) and compacting by ramming to get a compact surface including cost of material, laying charges, transportation to site etc. complete. Rate is arrived for a bag of 25kg.
Geogy George K (BID ID -2212559)
Bidder Name
Geogy George K
Tino G Kottukapalli
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1242503.pdf
boq_comp_chart.xlsx
xlsx
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