864/WS-08/2021-22

Amount

Dismantling posts or struts (wood, steel or RCC) of any section including taking out embedded portion in cement concrete, brick work, masonry etc. and making good disturbed ground, complete all as specified and directed by Engineer-in-Charge.

Dismantling fencing wire mesh of any type, complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4, type B-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in and mass concrete etc., complete all as specified and directed by Engineer-in-Charge.

M&L for mild steel work in nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, 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 directed by Engineer-in-Charge.

Supply of chain link MS galvanisd fencing of any size or type, complete all as specified.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc. including provission of binding wire, complete all as specified and directed by Engineer-in-Charge.

S&F mild steel bolts, 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 30cm long and dia of neck exc 12mm but not exc 20mm, complete all as specified and directed by Engineer-in-Charge.

Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75-80mm 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 directed by Engineer-in-Charge. Note :- Eeach line wire shall be measured.

M&L for preparation of new surfaces of steel or iron of any description, exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.

S&F mild steel round bars, conforming to Gde-I (IS : 432 Part-I) Part-I, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-in-Charge.

M&L for RCC 1:2:4, type B-1 (using 20mm graded crushed stone aggregates) as in slabs supported on wall, beams and columns in floor, roof, landings, complete all as specified and directed by Engineer-in-Charge.

M&L for form work to soffits of suspended slab such as roof slab, floor slab, landings, chajjas and similar work not exc 200mm thick horizontal or sloping, flat rough finished surface of concrete, complete all as specified and directed by Engineer-in-Charge.

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 and including mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan exc 6.0 mtr mean radius, built in CM 1:6, complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No. 15.00 above but except bricks.

M&L for walling of random rubble stone masonary, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 and pointed flush the surface in contact with earth in same mortor as the work proceeds including necessary weep holes at 2 metre c/c (staggered) as in retaining wall, complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No. 17.00 above but except stone.

Demolition of cement concrete (unreinforced) as in ground floor and paving, not exc 15cm thick below or above ground level, complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:4:8, type D-2 (using 40mm graded crushed stone aggregates) as in foundation, filling in, mass concrete and sunken portion etc., complete all as specified and directed by Engineer-in-Charge.

M&L for prepolished chequered cement concrete tiles of size 300x300x25mm thick, made using vibratory mechanical system having glazed top layer and set, jointed and pointed in neat cement slurry with white cement and pigment as in treads / floor etc. over and including 25mm thick screed bed or bedding layer in CM 1:4, complete all as specified and directed by Engineer-in-Charge.

M&L 60mm thick glazed coloured, machine pressed precast concrete interlocking paver block of any shape, finished type, confirming to IS-15658-2006, M-35 grade, laid over and including 50mm thick sand cushining and jointed in neat cement slurry with grey cement and no pigment, complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster of any description on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc. and removal of debris outside MoD land, complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick rendering in CM 1:4 on brick work or stone masonry or concrete surfaces and including using water proofing compound, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coats of cement based paint over a coat of alkali resistant primer, complete all as specified and directed by Engineer-in-Charge.

M&L for cement concerte 1:2:4, type B-1 (using 20mm graded crushed stone aggregates) as in cills, steps, seismic and other similar bands, plinth courses, copings, kneelers, apex stones, bed plates, bond stones etc. including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and directed by Engineer-in-Charge.

Racking out joints / pointing to random rubble masonry in CM 1:4, complete all as specified and directed by Engineer-in-Charge.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified, of random rubble walling, uncoursed or brought upto courses, complete all as specified and directed by Engineer-in-Charge.

M&L for precast cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregates) in cover slab (for manholes etc.), shelves and similar work with plain faces including necessary moulds and setting in cement mortar 1:4, complete all as specified and directed by Engineer-in-Charge.

M/S MUSHTAQ AHMAD BHAT

M/S NORTHERN ELECTRICAL WORKS

M/S Gh Qadir

M/S National Construction