STANDING ORDER FOR CARRYING OUT GENERAL CIVIL, WORK ON CALL UP BASIS AT HBL INTEGRATED SUGAR PLANT AT LAURIYA, WEST CHAMPARAN, BIHAR

EXCAVATION IN EARTH UPTO 1.5 M: Excavation for foundation upto required depth below existing ground level up to 1.5 m. depth in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, trenches/plinth beam etccompacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete. The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.

EXCAVATION - 1.5 TO 3 M: Excavation for foundation upto required depth below ground level in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, foundation, trenches/plinth beam etc compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.EXCAVATION IN EARTH BETWEEN 1.5 TO 3 M

EARTH FILLING: Supply and filling imported earth of approved quality in layers not exceeding compacted thickness of 200mm incl. Watering ,ramming, compacting, and if required, rolling and re-rolling with power roller , mechanical compactors of 80KN- 100 KN capacity to achieve maximum compaction, all complete as per direction of Engg.-In-Charge. The earth should be free from weeds, grass and other objectionable debris. Black Cotton soil shouldn't be used. Measurement basis compacted thickness only. Rate shall include conducting compaction test as per tech spect.

PCC 1:4:8:Providing and laying PCC 1:4:8 using 40 mm and down size graded stone aggregates including machine mixing, providing formwork if required, placing, compacting by hand ramming , curing etc complete.

PCC 1:3:6: Providing and laying PCC 1:3:6 using 20 mm and down size graded stone aggregates including machine mixing, providing formwork if required, placing, compacting by hand ramming, curing etc complete.

PCC 1:2:4.: Providing and laying PCC 1:2:4 using 20 mm and down size graded stone aggregates including machine mixing, providing formwork if required, placing, compacting by hand ramming, mechanical vibrators, curing etc complete.

PCC WORK-1:1.5:3: Providing and laying PCC 1:1.5:3 using 20 mm and down size graded stone aggregates including machine mixing, providing formwork if required, placing, compacting by hand ramming, mechanical vibrators, curing etc complete.

RCC1:1.5:3-FOOTING/PILE CAP :Providing , mixing and placing REINFORCEMENT CEMENT CONCRETE 1:1.5:3 mix using 20 mm and down size graded crushed aggregate including providing and fixing necessary plywood /steel shuttering , scaffolding, bracing, machine mixing, compacting by vibrators, curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of steel reinforcement, which will be paid under a separate item. Concrete conforming to relevant specifications of IS 456 - Latest Edn.

RCC 1:1.5:3 -COLUMNS / BEAMS: Providing , mixing and placing REINFORCEMENT CEMENT CONCRETE 1:1.5:3 mix using 20 mm and down size graded crushed aggregate including providing and fixing necessary plywood /steel shuttering , scaffolding, bracing, machine mixing, compacting by vibrators, curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of steel reinforcement, which will be paid under a separate item. Concrete conforming to relevant specifications of IS 456 - Latest Edn. RCC 1:1.5:3 FOR COLUMNS / BEAMS

RCC1: 1.5:3ROOF SLAB/CHAJJA: Providing , mixing and placing REINFORCEMENT CEMENT CONCRETE 1:1.5:3 mix using 20 mm and down size graded crushed aggregate including providing and fixing necessary plywood /steel shuttering , scaffolding, bracing, machine mixing, compacting by vibrators, curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of steel reinforcement, which will be paid under a separate item. Concrete conforming to relevant specifications of IS 456 - Latest Edn. FOR ROOF SLAB & CHAJJA