A/R M/O ON Chakki- Banikhet Chamba Bharmour road NH 154A Km 106/0 to 172/0 ( SH P/L GSB,G-I, G-II Bitumen concrete in Km 133/400 to 133/565.

Amount

Providing laying spreading and compacting 150 mm (One hundred fifty milimetre) Granular Sub Base as per Specifications (Table 400 - 2) of C.B.R. value not less than 30% including premixing the material with water at OMC in mechanical mix plant, carriage of mix material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory road roller to achieve the desired density. Items to include all materials , labour , machinery / equipments and incidental work required to complete the job including meachanical transport within all leads and lifts. The item shall be measure and paid for finished / compacted volume of granular sub base.The rate includes the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.

Providing laying , spreading and compacting 75 mm (seventy five milimetre) thick gradded stone aggregae of grading - I 63 to 45 (sixty three to forty five milimetre) to water bound macadam specification including spreading in unform thickness hand packing rolling with 3 (Three)wheeled / steel vibratory roller 8 - 10 Tonnes (Eight to ten Tonnes) in stages to proper grade and camber applying and brooming requiste type of screening binding materials to fill up the interstics of course aggregate, watering and compacting to the reuired density including carriage of material within all leads and lifts complete in all respect as per clause 404 of MORT& H specification of 5th revision 1st layer and as per entire satisfaction of Engineer - in - Charge.The rate includes the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.

Providing laying , spreading and compacting 75 mm (Seventy five mimimetre) thick gradded stone aggregate of grading - II 53 mm to 22.4 mm (Fifty three to twenty two point four milimetre) to water bound macdam specification including spreading in uniform thickness , hand packing , rolling with 3 (Three) wheeled / steel vibratory roller 8 - 10 Tonnes (Eight to ten Tonnes) in stages to proper grade and camber , applying and brooming requiste type of screening binding materials to fill up the interstics of course aggregate water and compacting to the required density including carriage of material within all leads and lifts complete in all respect as per clause 404 of MORT& H specification of 5th revision 1st layer and as per entire satisfaction of Engineer - in - Charge.The rate includes the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.

Providing and laying 30 mm (thirty milimetre) compacted thick Bituminous Concrete with crushed stone aggregate of grading - II (Two) , 13 (Thirteen) milimetre normal size using bitumen VG - 30 (VG -thirty) minimum 5.5% (Five point five percent) of weigth of mix and filter on thoroughly cleaned surface by mechanical broom and dust removed by compressed air , mixedin computerised batch mix / HMP of 80 - 100 (Eighty to hundred) TPH capacity calibrated from time to time , mixingthe bituminous concrete as per approved job mix formula from approved laboratory , transporting the mix mterial in clean insulated vehicles covered while in transit or awaiting , tipping and laying with hydrostate paver finisher with sensor control to the required level alignment and grade, rolling with smooth wheeled vibratory and tandem power road roller to achieve the desired cimpaction as per MORT&H specification clause 507 (5th revision ) compelete , withi all leads and lifts including carriage of materials plants and equipments by mechanical transport , as per the direction of Engineer - in - Charge. Nothing extra will be paid for higher buituminous contents reuired as per job mix formula.The rate includes the octroi, royality, Malkana, toll tax, sales tax or any other taxes imposed by the Government.

Ms R.K. Mahajan