Providing Entrance Arch and Approach Road Arrangements fire fighting arrangements, manifold and Medical Gas line Arrangements, HT Panel Room arrangements, PA System, Intercom and CCtv arrangements, Transformer arrangements, AC arrangements, Genset a

Earth work Excavation for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring, strutting and bailing-out of water wherever necessary, re-filling the sides of foundation with excavated earth in layers of 15cm thick well rammed and compacted, depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 meters and lift of 2 meters and clearing and levelling the site etc., complete with standard specifications.

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring, strutting, bailing out water wherever necessary and depositing the excavated earth with an initial lead of 10 mts,, and initial lift of 2 mts., within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification

Supplying and filling the basement with conveyed earth with a lead of 0.00 to 10.00 kmmr in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and filling in foundation and basement with stone dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and filling with Crushed stone sand in layers of not more than 15 cm thick well watered, Without consolidation etc. complete complying with standard specification and as directed by the departmental officers.

Providing and Laying Granular Sub Base compacted thickness in 2 layers of 75 mm mm thick or else as specified on the prepared sub base with grade store aggregate and granular material of quality size and grading pasting in layer with motor grader and compaction with vibrating roller of 80/100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments safety measures as per MORTH & 406

Cement Concrete 1:5:10 (one Cement, five Crushed stone sand (M-Sand)and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.

Cement Concrete 1:5:10 (One cement, Five crushed stone sand (M-sand) and Ten hard broken stone) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers).

Supplying and erecting steel centering including supports for plain surfaces for reinforced cement concrete work such as column footings, column pedestals, grade beams, plinth beams, staircase steps, critical piers, etc., which require only nominal stutting using mild steel sheets of size 90cm x 60cm of B.G.10 stiffened with welded mild steel angles of size 25 mm x 25 mm x 3 mm boarding laid over silver oak (or) country wood joists of size 10 cm x 6.5 cm spaced at about 90 cm centre to centre and supported by casuarinas props of 10cm to 13 cm dia spaced at 75 cm centre to centre at suitable intervals etc., complete complying with standard specifications. (Payment for centering shall be given after the concrete is laid)