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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC Accepted |
| 2 | 2₹1.2 Cr+₹1.9 L (1.65%)Rejected-Finance | ₹1.2 Cr+₹1.9 L (1.65%) | 2 | Rejected-Finance Reject |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
30 Aug 2024, 3:00 pmClosed
EXECUTIVE OFFICER
PANAMARATHUPATTY TOWN PANCHAYAT OFFICE
RESTORATION OF BT ROAD AT WARDNO.1 EARI ROAD PART-4 WARDNO.2 PALLAR ST WARDNO.5 NALLIYAMPUDHUR KATTUKOTTAI PART-2 CROSS 1 TO 3 WARDNO.11 KAMMALAMPATTY MAIN ROAD TO MILK SOCIETY CROSS 1TO3 AND KURUMBERST 1TO 2 WARDNO 12 GANDHINAGAR PANAMARATHUPATTY TP
2024_DTP_474958_1
40/2024
Open Tender
Civil Works - Roads
Works
180 days
PANAMARATHUPATTY TOWN PANCHAYAT OFFICE
II CLASS
2 documents required · 2 mandatory
₹0
₹2.8 L
Yes
PANAMARATHUPATTY TOWN PANCHAYAT OFFICE
1 Feb 2025
20 Aug 2024
30 Aug 2024
20 Aug 2024
30 Aug 2024
20 Aug 2024
20 Aug 2024 - 30 Aug 2024
26 Aug 2024
Amount
Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20A
Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
Providing and laying WMM (Wet Mix Mecadam) of 250 mm compacted thickness in two layers of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406
Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Prime Coat over WBM/ WMM Surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of9.50-2.36mm and 0.26 cum of 2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumenwith plastic 10% for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
B Manikandan (BID ID -1120116)
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