RETENDER GENERAL FUND 2026-2027

1. Providing and laying tack coat of 2 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) 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 Specifications.

2. Providing and laying Bitumious Concrete 30mm Consolidated thick using 0.13 cum of 19.00 - 9.50mm. 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 45.27 kgs of 60/70 Grade Builk bitumen and 5.03 kg of shredded Plastic waste 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, Conveyaing the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm 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.

1. Providing and laying tack coat of 2 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) 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 Specifications.

2. Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which should consist of construction in a single course base/binder course confirming to the specification on a previously prepared base, ( using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)

3. Providing and laying Bitumious Concrete 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal and 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36 mm & below with 45.27 kgs of 60/70 bitumen & 5.03 kg of shredded Plastic waste (Total-50.30 Kg) and 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 tonnes capacity, Conveyaing the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory roller 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 using CMP Clause 507 of MORTH Rev-5 specifications.

1. Earth Work Excavation Complete direction as per the departmental officers (100mm).

2. Conveyance of Excavated earth Complete direction as per the Departmental Officers (5KM) (40% if earth work quantity).