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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₹42.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder and Agreement executed | |
| 2 | L2₹45.1 L+₹2.3 L (5.50%)Rejected-Finance | L2 | Rejected-Finance Second Lowest Bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹41.2 L
EMD Value
₹50,000
Closing Date
23 Jun 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
PWD ROADS DIVISION PAINAVE IDUKKI
GENERAL-GENERAL-RM /2024-25- RC-2 Phase-2/ One Year RC-ZoneVII - under Roads Section Santhanpara- in Idukki District -4 Road stretches for a length of 44.600 Km-RC 2Phase 2 WORK
2025_PWD_769703_1
9/EE/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
SANTHANPARA
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
21 Aug 2025
16 Jun 2025
25 Jun 2025
16 Jun 2025
23 Jun 2025
16 Jun 2025
Amount
APPENDIX A:REACTIVE MAINTENANCE (INITIAL RECTIFICATION WORKS)
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.
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)
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material
OD155645/2024-2025:Providing and fixing Vinyl sticker with 1 years warranty including lettering and symbols for existing DLP board 1.20* 0.60 m size including painting all exposed surface with two coat of epoxy painting etc complete.
OD69687/2025-2026:Providing and fixing of DLP board for Running contract work with Non-retro-reflectorized Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminum composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 5O mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy printer and as per approved drawing and clause 801 including lettering symbols etc.
APPENDIX B: PRE MONSOON WORKS
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD69705/2024-2025:Engaging Small Tipper for Various works in roads as per the directions of Engineer in charge
OD69706/2024-2025:Engaging Backhoe loaders & excavators/Tracked Excavators for various works in roads as per the direction of Engineer in charge
OD69707/2024-2025:Engaging mazdoor/Labour for Various works in Roads as per the direction of Engineer in charge
OD79419/2024-2025:Supplying and stacking cold bituminous mix compound 25/50 kg cold mix bags an instant pothole filling mixture for repairs from authorized agencies as per indents, conveying and unloading carefully at stacking yard with out any damages and as per instruction of Engineer in charge including all incidental charges etc .....complete
APPENDIX C:PROACTIVE/PREVENTIVE MAINTENANCE
OD79522/2024-2025:Supplying and stacking cold bituminous mix compound 25/50 kg cold mix bags an instant pothole filling mixture for repairs from authorized agencies as per indents, conveying and unloading carefully at stacking yard with out any damages and as per instruction of Engineer in charge including all incidental charges etc .....complete
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.
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)
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material
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)
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
OD155828/2024-2025:Conducting and Reporting Routine Inspection for the entire length of the Project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers at site
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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
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 <br>
APPENDIX D :EMERGENCY WORKS
OD69702/2024-2025:Engaging coolie/labour for miscellaneous works
OD69703/2024-2025:Engaging Small Tipper for removing slipped earth and other unusable materials from the PWD road for urgent opening of Traffic, including fuel charge and all other expenditures etc. complete
OD69704/2024-2025:Engaging JCB for removal of Slipped earth , other obstructions in the PWD road including fuel charges, Bata of driver and other all expenditure including etc. complete
OD70572/2024-2025:Engaging Wood cutter
k.c saju (BID ID -2230324)
JOLLY JOSE (BID ID -2230369)
Bidder Name
JOLLY JOSE
k.c saju
P I VARGHESE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1255628.pdf
boq_comp_chart.xlsx
xlsx
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