Repair/improvement to footpaths and Rain water harvesting on Mall road, Park road, Panipat road etc. in Cantt. area.

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 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’ brick all as specified in MES SSR 2010.

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

S/F precast stone slab/Kerb stone of RCC 1:1.5:3 of size 30 cm x 30 cm x 13 cm in curved shape at top (15 cm at bottom) all as specified.

Ditto of RCC 1:1.5:3 (Kerb stone) of size 30 cm x 30 cm x 9 cm in curved shape at top (10 cm at bottom) all as specified.

M/L screed 15-20 mm thick in C:M 1:4 all as specified in MES SSR 2010.

M/L PCC Floor 25 mm thick in C.Conc. 1:2:4 rough all as sp. in MES SSR 2010.

M/L 1st quality cement concrete chequered/designer tiles 30 cm x 30 cm x 22-25mm thick heavy strength including tactile for different abled/blind/hearing impaired (different color) with polished laid with neat cement slurry, Jointed with as per sample (Vibrator moulded colour coated polished tiles as per sample).

M/L Kota Stone flooring 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab complete all as specified in MES SSR 2010.

S/F 40 mm thick Vibrator moulded 1st Quality interlocking tiles (Coloured polished) of different shapes (Coloured tiles as per sample) Damru, Brooks, Kachua etc.) laid over sand Screed 25 to 40 mm thick all as specified.

Ist quality interlocking tiles 80 mm thick M-35(Vibrator moulded tiles) with Aroma color laid over sand 25mm to 40mm thick all as specified as per sample, coloured tiles (Colour coated/polished tiles) Katchua Milano tiles etc.

M/L PCC coping in cement concrete 1:2:4 on walls, roof kerbs or mud stops all as specified in MES SSR, 2010.

S/F Reinforcement 10 mm dia & over cut to length bent to shape required size including cranking, bending & binding with M.S. annealed wire not less than 0.9 mm dia all as specified in MES SSR 2010.

M/L PCC floor in cement concrete 1:2:4 flooring 75 mm thick all as specified in MES SSR 2010.

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

M/L painting two coats with synthetic enamel and one coat of primer after preparing existing surface all as specified in MES SSR, 2010.

S/f of M.S. Grills made of M.S. square bar 12-15mm dia with fancy barchi (forging) on top, M.S. pipe 2” x 2/8” M.S. flat in curved shape at top, as per design, cutting, welding and finished to top quality as per sample.

S/F of stainless steel railing (Fe 304 grade) with master pillar heavy grade 1.5”dia & 3’6” height at a distance of 5’ c/c and horizontal pipe of 1.5” dia heavy grade 2 nos. at top & bottom & 1.25” dia heavy grade 1 no at middle bar of full length all as sp. by Engineer-in-charge.

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.

S/F of RCC pipes, dia 300 mm, class NP3, laid and jointed complete with collars as per MES SSR, 2010.

S/F 250 mm dia Double coller wall HDPE Pipe (SN8) laid & jointed including PCC Bed 1:4:8 (100mm Thick)

S/F 300 mm dia Double coller wall HDPE Pipe (SN8) laid & jointed including PCC Bed 1:4:8 (100mm Thick)

M/L for providing C. Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete 1:3:6 after they are laid and tested all as specified in MES SSR, 2010. (300 mm dia).

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 colour of tiles all as specified.

Removing of malba dismantle material to a distance upto 05KM.

Bidder Name

Amount

kulwant singh

hitech builders

M/s A N BUILDERS

Mangal Construction Co.

kulwant singh

M/s A N BUILDERS

Mangal Construction Co.

hitech builders

M/s A N BUILDERS

Mangal Construction Co.