Misc. Public Improvement in Cantt area.

Amount

Dismantling Brickwork built in C. Mortar all as specified in MES SSR 2010.

Earth work in excavation in trenches n.exc. 1.5 M wide and 1.5M deep and getting out, returning filling in, including spreading & leveling in layers all as specified in MES SSR 2010.

M/L PCC bed 1:5:10 in fillings & Mass concrete all as specified in MES SSR 2010.

M/L brick work in cement mortar 1: 4 straight or curved on plan exe. 6m mean radius with sub class ‘A’ bricks all as specified in MES SSR 2010.

Except Bricks, Brickwork in C. Mortar 1:4 Straight or curved as plan exe. 6m mean radius all as specified in MES SSR 2010

M/L brick work with clay flyash FPS (non modular) brick of class dsignation 7.5 in superstructure above plinth level up to floor five level in cement mortar 1:4 all as specifed.

M/L sand filling under floors including watering & well ramming all as specified in MES SSR,2010

S/f of Marble tiles (area exe. 0.30 Sm but n exe. 0.54 Sm of eacg tiles)thick machine cut, bedded jointed and pointed with grey cement slurry including cutting and polishing type (Excluding screed). (a) Makrana white/ Kishangarh etc.

S/F machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified in MES SSR, 2010. (Excluding screed).

M/L of Granite work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking plant forms thick 20 mm and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite all as specified in MES SSR 2010. (Excluding Screed)

S/F 2nd class Hardwood, Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid rounded or chamfered, put together with glue pinned at joints, supplied and fixed all as specified in MES SSR,2010.

Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping)fair finished surface all as sp. in MES SSR 2010.

S/F Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all specified in MES SSR, 2010.

M/L RCC work 1:1½:3 for slabs supported on walls, beams and columns in floors, roofs, landing balconies, canopies deck slabs, columns, pillars and in shelves and the like all as specified in MES SSR, 2010.

M/L RCC work 1:1½:3 for foundation including raft footing foundation beams plinths beams bases for columns basement slabs under reamed piles and mass concrete and the like all as specified in MES SSR, 2010.

S/F of 2nd class Hard wood, glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc. ( without sash bars), edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc. sizes of members of shutters all as specified in MES SSR,2010.

Ditto as above but Ist class hardwood, designer glazed & gauged shutter, as per design & sample.

S/F 2nd class Hard wood, plain framed, paneled factory made shutter (Two panel) with lock rail and panel of 9mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS:1003 (part-I ) kiln seasoned and chemically pressure treated all as specified in MES SSR,2010.

Ditto as above but Ist class hardwood, plain framed paneled factory made shutter (Two panel) with lock rail complete all sp.

Fabrication of Fibre reinforced Plasticised Door (FRP) 30 mm thick(±3mm thick) Solid Core reinforced on all six sides and laminated on front & Back as Per Sample.

M/L PCC floor in cement concrete 1:2:4 finished flooring 40mm thick all as specified in MES SSR 2010.

M/L PCC Floor in c. conc. 1:2:4 rough finished 40 mm thick all as sp. in MES SSR 2010

S/F Aluminium Frame Made of Aluminium rectangular section of 1.3 mm Thickness of size 2 ½” x 1 ½” Complete including fixing of 5 mm thick Glass Black/Brown for windows, doors & partly fixed, partly openable frame complete all as specified in MES SSR 2010.

M/L PC plaster 12mm thick in cement mortar 1:4,fair finished even and smooth without using extra cement all as specified in MES SSR,2010.

S/F sheet glass 3mm thick ordinary quality and glazing with oil putty in square n. exc. 0.5 sq. m in each pane all as specified in MES SSR,2010.

M/L Screed 20 mm thick in c.mortar 1:4,for laying tiles all as Sp. in MES SSR 2010

M/L glazed ceramic tiles 300mm x 300mm or 450mm x 300mm x 7mm thick, in floors etc. set and jointed in neat cement slurry and pointed in white or colored cement to match all as specified in MES SSR,2010 (colored tiles) including screed 15-20 mm thick

M/L glazed ceramic tiles 300mm x 200mm or 300mm x 300mm x 7mm thick etc. on walls set and jointed in neat cement slurry and pointed in white or colored cement to match all as specified in MES SSR,2010( colored tiles).

M/L vitrified tiles of size 60 cm x 60 cm x standard thickness, in floors etc. set and jointed in neat cement slurry and pointed in white or colored cement to match all as specified in MES SSR,2010 ( including colored tiles).

Providing/fixing for false roof paneling made of G.I Channel covering with murga jali(chicken mesh) & POP all around as per design.(Excluding Vertical & Horizontal Supports/Pipes)

S/F framed work such as grills, grating, etc., with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters ;trusses, M.S bar fencing, walk ways; railings; frame work of water tanks and similar work confirming to Fe 410-0 or Fe 310-0 all as specified in MES SSR, 2010.

S/F of M.S. Grill Made of M.S. square bar 12-15 mm dia with fancy barchi (forging) on top M.S. flat in curved shape step coupling & bottom half coupling designer piece, designer latoo on top .M.S. pipe 2” × 2/8” in curved shape , as per & design, cutting welding & finished to top quality as per sample

M/L painting 2 coats with synthetic enamel & one coat of Primer after preparing existing surface on wood work/steel/brick work all as specified in MES SSR, 2010

M/L cement painting 2 coats after preparing surfaces all as specified in MES SSR, 2010

S/F of RCC panels wall size 7’x 1’x 50mm fixed with neat cement slurry walls, RCC pillars 6’ x 6” x 6”, pillar distance 7.33’ with foundation excavation & concrete 1:1.5:3 complete all as specified

Heritage Granule finish/Rustic Finish Application of one coat of quartz primer of spectrum or equivalent and application of granules of desired shade with trowel and top coat of transparent silicon to make surface water repellent all as sp.

Putty filling two coats application of one coat of primer followed by super fine roller coat finish of spectrum or equivalent to be applied with foam roller, finally coated with two coat premium exterior emulsion/Apex or equivalent all as sp.

S/F of pre-painted galvalume aluminum zine coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws all as specified

S/F of pre-painted galvalume aluminum zine coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws but khaprail types as per sample (Rain shelter near M.H.) cutting welding, turning in shape incluindg westage

M/L precast PCC 1:1.5:3 tiles cobble shape/stone shape of size 100 mm x 100 mm x 25 mm thick or 150 x 150 x25 mm thick any colour laid over screed 20 mm thick laid with neat cement slurry and mixed with pigment to match the colur of tiles all as sp.

Rainwater Harvesting : Boring with drill machine (tubewell boring machine) 8” dia with 7” P.V.C. pipe casing of pressure 10 kg/Cm2 and (02 nos. in one pits of size 4 m x 2.10 m) outer to outer complete with exacavation, PCC bed in foundation 3” thick 1:4:8, brick works sub class ‘A’ bricks 0.345 m x 0.16 m, 0.23 m x 1.20 m all around, plaster in C. mortar 1:4, inside & outside all around, making channel from main nullah/drain to Rain water harvesting pit, filling pits with graded aggregate 40 mm (45 cm), 20 mm aggregate (40 cm), Coarse sand 30 cm complete all as sp. in MES SSR 2010.

Bidder Name

Amount

R.N.Company(GSTN-06AJPPK4897H1ZK)

om jagdish builder(GSTN-06AAEFO2949J1Z1)

R D builders(GSTN-06AAHFR2303QIZI)

kulwant singh(GSTN-06ADZPS2056C1ZA)

hitech builders(GSTN-NA)

Swastik Builders(GSTN-NA)

R D builders

om jagdish builder

R.N.Company

kulwant singh

hitech builders

R.N.Company

Swastik Builders

hitech builders

R D builders

kulwant singh