CWE/P-24/2024-25

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and gatting out in hard/ dense soil complete all as specified and directed.

Excavation over area n.exc 1.50m deep in any type of soil including getting out and removing excavated material (Soil) to a distance not exceeding 50m etc complete all as specified and directed.

All as per Srl Item No.2 above but for each additional 1.5m or part thereof in depth beyond the first 1.5 m

Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil, complete all as specified and directed.

Removing excavated soil n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point

Removing excavated soil exc. 250m but n exc. 500m & depositing where directed and upto total distence of 1.5 Km above the starting point

M&L PCC M-10 Volumetric and nominal mix concretes 40 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete mix 1:3:6 type 2, complete all as specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter fair finished surfaces of concrete flat, complete all as specified and directed.

Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and eams, etc.

Formwork to sides of pillars,posts, struts, piers, columns and stanchions square and rectangular rough finish complete.

M&L RCC M-25 design mix using 20 mm graded crushed stone aggregate 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. (Note: Formwork & reinforcement shall be measured and paid separately)

M&L RCC M-25 design mix using 20 mm graded crushed stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. (Note: Formwork & reinforcement shall be measured and paid separately)

M&L RCC M-25 design mix using 20 mm graded crushed stone aggregate in col, pillers, piers, post and struts etc complete all as specified and directed. (Note: Formwork & reinforcement shall be measured and paid separately)

Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, etc complete all as specified and directed.

Mild steel TMT bars 5mm dia & over but upto & including 10mm dia in stirrups, spacers & binders, cut to length, bent to shape required, including cranking, bending, spirally for hooping for column, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, all as specified and directed.

Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc and removal of rubbish out off the premises, etc complete all as specified and directed.

M&L brick work with Fly Ash Brick (Non-Modular) Class 7.5, straight or curved on plan exceeding 6m mean radius built in CM (1:4) as in wall etc complete all as specified and directed.

M&L for Rendering 10 mm thick on fair face of bricks/ concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified.

M&L Rendering 15mm thick in two layers (base layer 10mm & finishing layer 5mm thick) in cement mortar (1:6) on brick work or concrete surfaces of wall, surfaces finished even and smooth using extra cement, etc complete all as specified & directed.

Preparation of newly plastered surfaces of wall & applying two coats of cement base paint over one coat of alkali primer including necessary scaffolding etc complete all as specified and directed.

S&F MS posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed.

S & F for 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, door shutters; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work, complete all as specified and directed.

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

M&L for Plain cement concrete 1:3:6 type, BO using 12.5 mm graded agg. in copings, and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

M&L for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed . (Each line wire to be measured)

M&L Preparing surfaces of steel and iron work, new or old, of any description and girth, not otherwise described, and treated with tar or coal tar black paint complete all as specified.

S&FConcertina coil fencing with punched tape concertina coil 600 mm dia,stretched to 6 meter length, having 50 nos spiral furns per 6 mtr length, Spring core wire (2059 mm thick) of high tensile strength of 1620 N/sqmm with tape (0.52 mm thick) hot dip galvanised up to 20 microns,weight of each coil 8.50 kg and fixing the same on existing Y shaped angle iron with 6 horizontal R. B. T. (Reinforced barbed tape) wire stud tied with GI staple sand GI clips to retain horizontal, clips shall be @ 5 nos per 2 spiral turns appx 125 clips per coil including necessary bolts complete all as specified and as directed .

M&L Broken glass coping in CM 1:3 on top of walls complete all as specified and as directed.

Notes : The Schedule of Credit amount shall be deducted from the total of this schedule (BoQ) to arrive at Contract Sum.

Sanjay Constructions (BID ID -3104712)

M/S SHRI RAM BUILDERS (BID ID -3104778)