Reconstruction of Defunct Building near Grace Palace for Revenue Generation.

Amount

Dismantling Brickwork built in C. Mortar all as specified in MES SSR 2020.

Dismantling RCC work/R:B:C in roof, floors (other than ground floors), beams, Staircases, landing including reinforcement cut as required to facilitate demolition complete all as sp. in MES SSR 2020.

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 2020.

M/L PCC bed 1:5:10 in fillings & Mass concrete all as specified in MES SSR 2020.

M/L RCC work 1:1½:3 for slabs supported on walls, columns , roofs, landing, balconies, canopies deck slabs and in shelves and the like all as specified in MES SSR, 2020. Note : Only OPC cement will be used for all RCC Works.

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, 2020. Note : Only OPC cement will be used for all RCC Works.

M/L Brickwork in C. Mortar 1:4 Straight or curved on plan exe. 6 m mean radius all as specified in MES SSR 2020

M/L brick work except brick 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 2020. (including removing mortor from and cleaing bricks).

Providing and laying autoclaved aerated cement blocks masonry with 150 mm/230 mm/300 mm thick AAC Blocks in supersturcture above plinth level upto floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-charge. (The payment of RCC band and reinforcement shall be made for separately.)

M/L sand filling under floors including watering & well ramming all as specified in MES SSR,2020

M/L screed 15-20 mm thick in C. mortar 1:4 for laying of marble/tiles all as sp. in MES SSR 2020.

Use & 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; vertical or to batter fair finished surface all as sp. in MES SSR 2020.

Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, Columns, beams, landings and similar work, not exceeding 200mm thick (Horizontal or sloping)fair finished surface all as sp. in MES SSR 2020.

S/F Mild steel bars 10 mm 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 0.9 mm dia or securing with clips all specified in MES SSR, 2020.

M/L PCC floor in cement concrete 1:2:4 fair finished even and smooth without using extra cement (flooring 40mm thick) all as specified in MES SSR 2020.

Ditto but rough flooring 40 mm thick complete all as specified in MES SSR 2020.

M/L PC plaster 12 mm thick in cement mortar 1:4, fair finishes over and without using extra cement all as specified in MES SSR, 2020.

M/L special quality unistone weatherdale tiles or equivalent 200 mmx200mm having stone textured any color on walls set and jointed in neat cement slurry and pointed in white or colored cement to match all as specified.(as per sample available in CB office)

M/L Virified Ceramic tiles light shade 10 mm thick (square/rectangular) polished, area of each tiles exceeding 0.42 sqm but not exceeding 1.00 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or colour cement to match all as specified in MES SSR, 2020

Rainwater Harvesting : Boring with drill machine (tubewell boring machine) 8” dia with 7” P.V.C. pipe casing of pressure 10 kg/Cm2, Approx depth of bore hole 60' and slotted pipe at every sandy strata in portions upto maximum 4m (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 2020.(Filling with packing graved all around)

Bidder Name

Amount

A N BUILDERS (GSTN-06AADFA9365M1Z2) BID ID -3290273

M/s. Om Jagdish Builders (GSTN-NA) BID ID -3290853

R N COMPANY (GSTN-NA) BID ID -3290765

R.D Builders (GSTN-NA) BID ID -3290839

Hitech builders (GSTN-NA) BID ID -3290847

R N COMPANY (BID ID -3290765)

M/s. Om Jagdish Builders (BID ID -3290853)

A N BUILDERS (BID ID -3290273)

Hitech builders (BID ID -3290847)

R.D Builders (BID ID -3290839)

A N BUILDERS (BID ID -3290273)

M/s. Om Jagdish Builders (BID ID -3290853)

Hitech builders (BID ID -3290847)