REPAIR OF COMPOUND WALL AT KENDRIYA VIDYALAYA NO-2 PATHANKOT UNDER AGE BR-II OF GE (WEST) PATHANKOT

Amount

Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m area on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.

Removing excavated material not exc 50m & depositing where directed at a level not exc 1.50m above the starting point complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering & well ramming in layers n exc 25 cm thick with any type of soil complete all as specified and directed.

M&L for Cement concrete 1:4:8 type D-2 (40mm graded curshed stone aggregate ) in foundations, filling and mass concrete complete all as specified and directed.

M &L for Brickwork with fly ash bricks, straright or corved on plan exc 6m mean radius built in Cement mortar 1:6 as in half brick thick walls complete all as specified and directed.

M&L for use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work, flat rough finished vertical or to batter complete all as specified and directed.

M&L for Use and waste of Form work of sides of pillars, posts, struts, piers, columns etc square or rectangular or polygonal rough surfaces of concrete complete all as specified and directed.

M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed.

M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

All as per srl item No. 9.00 here-in-before but 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders.

M&L for RCC 1:2:4, type B-1 (nominal mix) using 20 mm graded crushed stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M&L for RCC 1:2:4, type B-1 (nominal mix) using 20 mm graded crushed stone aggregate as in Columns, pillars etc complete all as specified and directed.

M & L for RCC 1:2:4, type B-1 (nominal mix) using 20 mm graded crushed stone aggregate as in beams, lintels over 1.5 m span etc complete all as specified and directed.

Material & labour for 15 mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, surfaces finished even and fair complete all as specified and directed.

Material & labour for preparation of new plastered surfaces of walls etc and applying two coats of cement base paint over and including one coat of cement Primer complete all as specified & directed.

M&L for broken glass coping on top of walls fixed in 20mm thick layer of cement mortar 1:3 while mortar is green complete all as spd and directed.

S&F PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints laid as weep holes in wall complete all as specified and directed.

Demolition of brick work , built in cement mortar or cement lime mortar including all quions, arches, pillars, etc and disposal of debris out of MoD land complete all as specified and directed.

S&F of framed work such as grills,gratings, etc. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

M&L for preparation of new steel and iron surface of any description not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and directed.

Notes :- (a) The contract sum shall be arrived at after deduction of amount of Schedule of Credit. (Rs. 21,010.50). (b) PERFORMANCE SECURITY :- (Refer condition 19 of IAFW-2249) The performance security for an amount equivalent to 5% (Five percent) of the accepted contract sum shall be delivered by the successful bidder immediately after the date of intimation letter of acceptance and all provisions shall be applicable as per condition 19 of IAFW 2249

JP AND CO.

yash paul gupta

OMKAR SHARMA AND CO

Nishikant Mahajan Govt Contractor