NIT-06 of 19-20 PROVN OF STORM WATER DRAINAGE SYSTEM AT CHANDERKOT AND ELEVATED SENTRY POST AT PATNITOP UNDER GE (I) 873 EWS

Amount

B/R Portion

Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out in any type of soil, complete all as specified & directed.

Rough excavation not exceeding 1.5 m deep and getting out in any type of soil, complete all as specified and directed.

Excavating over areas, not exceeding 1.5metre deep and getting out in any type of soil, complete all as specified and directed.

Excavating in trenches, not exceeding 1.5metre wide and not exceeding 1.5metre depth for foundation, etc., and getting out in any type of soil, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick any type of soil, complete all as specified and directed.

Removing excavated soils to a distance exceeding 50m but not exceeding 100m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

Plain Cement concrete type E-2, 1:5:10 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

Plain Cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

Plain Cement concrete type C-2, 1:3:6 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.

Walling of random rubble stone masonry, well bonded, bedded and solidly hearted built in cement mortar 1:6, brought up to courses, complete all as specified and directed. Note : Volume of PCC bond stone provided in lieu of Stone Bond Stone here-in-after shall be deducted from total cumulative quantity of stone masonry.

Precast cement concrete, type C-1 1:3:6 (using 20mm graded crushed stone aggregates) as in bond stone set in cement mortar 1:6 and finishing exposed surfaces including necessary form work, complete all as specified and as directed.

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 up to courses with maximum depression on face from straight edge held against the dressed surface not exceeding 20mm, complete all as specified and as directed.

Rendering 20mm thick in cement mortar 1:4 on stone masonry work or concrete surfaces, finished even and smooth without using extra cement, complete all as specified.

Raised pointing to random rubble masonry, uncoursed or brought up to courses in cement mortar 1:4, complete all as specified and directed.

PVC (SWR) pipe 110mm bore single socketed in any length with rubber ring joints as in weep holes all as specified and as directed.

Hand packing of broken stone or boulders of gauge 80 to 150 mm at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and directed.

Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in in CM 1:4, complete all as specified and directed.

Plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cills, lintels up to 1.5 metre clear span, steps, seismic and other similar band, plinth course, string courses, lacing courses, parapets and railing up to 60cm in height, copings, kneelers, apex stone, bed plates, kerbs etc and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form work complete, all as specified and as directed.

RCC M-25, design mix, using 20mm 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 as directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed.

RCC M-25 (design mix) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.

RCC M-25 (design mix) as in slab, shelves supported on walls, complete all as specified and as directed.

Formwork to sides of concrete foundation, footings, bases of columns, rafts and raft beams and similar work; vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed.

Formwork to sides of pillars, posts, struts, columns (square, circular rectangular on plan or polygonal etc. for rough finished surfaces of concrete, complete all as specified & directed.

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. for rough finished surfaces of concrete, complete all as specified & directed.

Formwork to sides and soffits of suspended slabs such as roof slabs, floor slabs, landings, chajjas and similar work, not exceeding 200mm thick (Horizontal or sloping), complete all as specified & directed.

TMT bars 8mm dia and over, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete, all as specified and as directed.

TMT bars 6 to 8 mm dia as in stirrups, cut to length bent to shape including binding with MS annealed wire of dia not less than 0.90 mm, complete all as specified and as directed.

Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement, complete all as specified.

Rendering 15mm thick in cement mortar 1:6 on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing, finished even and smooth without using extra cement, complete all as specified.

Rendering 10mm thick in cement mortar 1:4 on concrete ceiling surfaces, finished even and smooth without using extra cement, complete all as specified.

Hard core of broken stone gauge exceeding 63mm and not exceeding 100mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surfaces, complete, all as specified and as directed.

75mm thick PCC 1:3:6, type C-1 (using 20mm graded crushed stone aggregate) as in floor, finished even and fair to receive floor finishes, complete all as specified and as directed.

75mm thick PCC type C-2, 1:3:6, nominal mix, using 40mm graded crushed stone aggregate as in plinth protection, sub base, path, hard standing etc, surface finished even and smooth without using extra cement, complete all as specified and as directed.

25mm thick PCC 1:2:4, type B-0 (using 12.50mm graded crushed stone aggregate) as in floor, finished even and fair to receive floor finishes, complete all as specified and as directed.

Precast cement concrete coloured glazed interlocking tiles 60mm thick, M-35 grade, conforming to IS-15658 2006, any shade, colour and pattern laid over and including 20 to 30mm thick stone dust / sand cushioning laid dry to the profile including vibrating with surface vibrator after laying of tiles including budding and filleting joints etc. complete all as specified and directed.

Mild steel framed works such as grills, framed guard bars, steel gratings, drain covers, ladders etc. and similar work conforming to Fe-410-O or Fe-310-O grade, including bending, cutting and welding as required, complete all as specified and as directed.

Excavating in any type of soil for post holes (or similar holes) each not exceeding 0.5 cum and getting out and removing surplus soil to a distance not exceeding 50 metre complete all as specified and as directed.

ERW or Induction butt weld MS tube black conforming to IS 1161-1979 grade Yst 240 as in post including special shaped washer, complete all as specified & directed.

Mild steel rolled work as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastening and heavy bracket framing (beam, tee, angle, square / rectangle sections, channel or flat section) including distance pieces, cleats etc. confirming to grade Fe 410-W (Gde E-250) quality-A complete all as specified and directed.

Rolled mild steel sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming to Fe 410-W (Gde E-250) quality-A, complete all as specified & directed.

Pre-painted galvalume aluminium zinc coating G.I based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 MPA as in roof covering, fixed with self taping screws, complete all as specified and directed.

Pre-painted galvalume aluminium zinc coating G.I 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 taping screws, complete all as specified and directed.

Plain Cement concrete type C-1, 1:3:6 (using 20mm graded crushed stone aggregate) as in surface channel and drain, complete all as specified & directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc., complete all as specified & directed.

Preparation new plastered or previously untreated surfaces of walls and applying three coats of white wash , complete all as specified and directed.

Preparation new plastered or previously untreated surfaces of ceilings and applying three coats of white wash , complete all as specified and directed.

Preparation new plastered surfaces of walls and applying two coats of cement base paint including one coat of cement primer complete all as specified and directed.

Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint, over a coat of red oxide primer, complete all as specified and as directed.

Preparation of new wooden surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed.

M/S Bilal Ahmad Wani

pargal builders

Bidder Name

pargal builders

VARDHMAN INTERNATIONAL

M/S Bilal Ahmad Wani