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| 1 | F-110116-61/97-KVS/WK-II/1303 PROVN OF TIN SHED OVER THE PRAYER AREA. |
| 2 | Excavating over areas n exc 1.5 m deep and getting out in hard/dense soil, complete all as specified and directed by Engineer in charge. |
| 3 | M&L for Plain Cement Concrete 1:4:8 type D2 (using 40 mmstone graded aggregate), as in foundations, fling and mass concrete, complete all as specified and directed by Engineer in charge. |
| 4 | M&L for formwork to sides of concrete, foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work for rough finished surface, complete all as specified and directed by Engineer in charge. |
| 5 | M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns footing, plinth beam, roof beam, lintels, slabs and other similar structures etc. hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer in charge. |
| 6 | All as per item no 05 above but, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders etc, complete all as specified and directed by Engineer in charge. |
| 7 | M&L for reinforced cement concrete 1:2:4, type B0 (using 20 mm graded stone aggregate) as in Foundations including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass, complete all as specified and directed by Engineer in charge. |
| 8 | S&F for Steel work in tubular trusses (Vertical member) including special shaped washer etc, using ERW or induction butt welded tubes conforming to lS-1161- 1979 grade St-240, complete all as specified and directed by Engineer in charge. |
| 9 | S&F for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc complete all specified in Fe 290 (Gde F-165), complete all as specified and directed by Engineer in charge. |
| 10 | S&F for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment in Fe- 410-W (Gde E-250) quality A, complete all as specified and directed by Engineer in charge. |
| 11 | S&F Mild steel nut and bolts exc 12 mm but not exc 20 mm, purpose made with hexagonal or square head one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, Exc 30 cm long, of dia not exc 12 mm, complete all as specified and directed by Engineer in charge. |
| 12 | M&L for painting of steel surfaces of any description not otherwise described over 10 cm width or girth with two coats of synthetic enamel paint including preparation of surfaces and on coat of primer etc, complete all as specified and directed by Engineer in charge. |
| 13 | S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping Screws, complete all as specified and directed by Engineer in charge. |
| 14 | S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping Screws, complete all as specified and directed by Engineer in charge. |
| 15 | F-110116-61/97-KVS/WK-II/1303 UPGRADATION OF BADMINTON & BASKETBALL PCC FLOOR INTO POLYPROPYLENE TILES FLOOR. |
| 16 | Demolition of cement concrete (unreinforced) in any description and in any position not otherwise specifically provided for including removing debries out side MD land, complete all as specified and directed by Engineer in charge. |
| 17 | M&L for 40mm thick Cement concrete type B-0, 1:2:4 (using 12.50mm graded stone aggregate) as in floor topping of hard standing/ floor finished even and smooth without using extra cement (PCC shall be laid in alternate bays in panels of size, complete all as specified and directed by Engineer in charge. |
| 18 | M&L for Plastic dividing strips 38 mm width, 1.5mm thick, complete all as specified and directed by Engineer in charge. |
| 19 | S&F of Polypropylene (PP) moducular mat finish interlocking multi colour tiles of size 30.48mm x 30.48mm x 15mm as a flooring for Basketball/ Badminton/ Vollyball outdoor courts etc, complete all as specified and directed by Engineer in charge. |
| 20 | M&L for line marking for complete one basket ball & two badminton courts, straight/curved line and stop line on mat finish tiles as above item No 19, complete all as specified and directed by Engineer in charge. |
