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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹6,757.35 (0.04%)Admitted-Finance NO 2 104 VEMBANOOR MULANGUDI POST KUDAVASAL TALUK THIRUVARUR DISTRICT | ₹1.6 Cr+₹6,757.35 (0.04%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V.V.AND CO L1 | KALAI CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 3,845 | M3 | 119 ₹4,57,555 Lowest | 119.5 ₹4,59,477.5 |
| 2.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 1,165 | M3 | 1,617.65 ₹18,84,562.25 Lowest | 1,618 ₹18,84,970 |
| 3.00 | Providing and laying Wet mix macadam base course of 250mm compacted thicknes in two layers of 125mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular of quality size and grading in layers specified,including mixing in base mix plant spreading in uniform layer with motor grader and compaction with vibrating roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown on the drawing equipments as per technical specification clause 406. | 1,748 | M3 | 2,066.3 ₹36,11,892.4 Lowest | 2,066.5 ₹36,12,242 |
| 4.00 | Providing and laying Prime coat over WMM surface using 7 Kg of bitumen emulsion per 10 Sqm area including labour charges for preparing the surface and applying the required quantity of bitumen as prime coat etc, complete as directed by the departmental officer. | 11,650 | M2 | 73.86 ₹8,60,469 Lowest | 74 ₹8,62,100 |
| 5.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications | 11,650 | M2 | 16.29 ₹1,89,778.5 Lowest | 16.5 ₹1,92,225 |
| 6.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 583 | M3 | 9,294 ₹54,18,402 Lowest | 9,294 ₹54,18,402 Lowest |
| 7.00 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below metal by adding the shredded plastic 10% of bitumen quality 5.03 kg (50.30 x 10% = 5.03 Kg) shredded plastic waste over the aggregate heated to 170 degree Celsius in the central hot mix plant mixed well with 45.27 kgs of hot bitumen vG30 bitumen (160 degree celsius) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminous concrete including the cost of materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100KN Vibratory Roller / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9mm paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 as MORTH Rev-5. | 350 | M3 | 9,532.5 ₹33,36,375 Lowest | 9,532.5 ₹33,36,375 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
12 Jul 2023, 3:00 pmClosed
The Commissioner Tharamangalam Municipality
Tharamangalam Municipality
Providing BT Roads at Ward No.09, 15, 17, 20, 22, 24 in Tharamangalam municipality
2023_MAWS_333526_1
465/2023/A1
Open Tender
Civil Works - Roads
Works
90 days
Tharamangalam Municipality Area
Refer Bid Document
3 documents required · 3 mandatory
₹0
₹1.9 L
Tharamangalam Municipality Office
25 Jul 2023
30 Jun 2023
12 Jul 2023
30 Jun 2023
12 Jul 2023
30 Jun 2023
5 Jul 2023
Amount
Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
Providing and laying Wet mix macadam base course of 250mm compacted thicknes in two layers of 125mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular of quality size and grading in layers specified,including mixing in base mix plant spreading in uniform layer with motor grader and compaction with vibrating roller of 80 to 100 KN static weight and fine dressing to required grade and cross slope as shown on the drawing equipments as per technical specification clause 406.
Providing and laying Prime coat over WMM surface using 7 Kg of bitumen emulsion per 10 Sqm area including labour charges for preparing the surface and applying the required quantity of bitumen as prime coat etc, complete as directed by the departmental officer.
Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below metal by adding the shredded plastic 10% of bitumen quality 5.03 kg (50.30 x 10% = 5.03 Kg) shredded plastic waste over the aggregate heated to 170 degree Celsius in the central hot mix plant mixed well with 45.27 kgs of hot bitumen vG30 bitumen (160 degree celsius) 60/70 grade for premixing per 10 sqm to lay 30mm compacted thick of bituminous concrete including the cost of materials to CMP site, heating the bitumen and aggregate to the required temperature and mixing the minimum 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100KN Vibratory Roller / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver finisher / 9mm paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 as MORTH Rev-5.
KALAI CONSTRUCTIONS
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