Maint./Replacement of Brick Pavement/Interlocking tiles in Ambala Cantt.

Amount

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.

Dismantling Brick floors laid on edge all as specified in MES SSR 2020.

M/L Cement concrete interlocking block/tiles (M-35) Vibrator Moulded, 60 mm thick of shape as per sample laid over sand 25 to 40 mm ISI Mark all as sp. in MES SSR 2020.

M/L Cement concrete interlocking block/tiles (M-40) Vibrator Moulded, 80 mm thick of shape as per sample laid over sand 25 to 40 mm all as sp. in MES SSR 2020.(ISI Mark)

M/L Cement concrete interlocking block/tiles (M-40) Vibrator Moulded, 80 mm thick of shape as per sample in Cantonment Board office colored & gray tiles (Cosmic, Hexa, combo paver etc.) laid over sand 25 to 40 mm all as sp. in MES SSR 2020.

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 2020.

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

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

M/L Brick floor laid on edge in floors with sub class ‘A’ bricks, old size brick laid dry Herring bone Pattern all as specified in MES SSR 2020.

Ditto but bedded and jointed in cement mortar 1:6 and pointed in C: Mortar 1:3 all as specified in MES SSR, 2020.

M/L cement concrete hard standing of flexural strength 40 kg per square centimeter in field using 400 kg. of cement per cubic meter (thickness of concrete 25 cm or less )

M/L PCC coping in cement concrete 1:2:4 on walls, roof kerbs or mud stops all as specified in MES SSR, 2020.

Relaying of Brick floor (Except Bricks) laid on edge in floors with sub class ‘A’ bricks, old size brick laid dry Herring bone Pattern 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 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 2020.

Bidder Name

Amount

A N BUILDERS(GSTN-06AADFA9365M1Z2)

R.D Builders(GSTN-NA)

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

Hitech builders(GSTN-NA)

M/s Shivani Constructions(GSTN-NA)

R N COMPANY(GSTN-NA)

M/s. Om Jagdish Builders

R.D Builders

R N COMPANY

A N BUILDERS

M/s Shivani Constructions

Hitech builders

A N BUILDERS

R.D Builders

R N COMPANY

M/s Shivani Constructions