Repair to footpath/road berm, Streets along Elgin Road, Staff Road, Panipat Road ward No. 07 etc.

Dismantling/Taking down interlocking tiles 60 mm or 80 mm complete all as sp.

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 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 2020.

S/F 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 2020.

M/L 1st quality cement concrete chequered/designer tiles 30 cm x 30 cm x 22-25mm thick 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 Cement concrete interlocking block/tiles (M-35) Vibrator Moulded, 60 mm thick of shape as per sample laid over sand 25 to 40mm- I block or similar ISI Marks all as sp. in MES SSR 2020.

Ditto, 60 mm thick but colour tiles 60-70% grey tiles 30 to 35% Hexa, Cosmo shape complete 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 -I block or similar ISI Marks all as sp. in MES SSR 2020

Relaying for Machine pressed/vibrator moulded precast concrete interlocking Paver block / execpt tiles any shape and size confirming to IS 15658-2006 of 80 mm thick M-40 grade complete all as sp. in MES SSR 2020.

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 2020.

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, 2020.

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.

Repair to ornamental Grills i.e. Top barchi made of forging, i.e cleaning old portion, S/F of forging barchi on top of grills at sites including Generator, diesel, welder, welding rod complete all as reqd.

Rainwater Harvesting : Boring with drill machine (tubewell boring machine) 8” dia with 7” P.V.C. pipe casing of pressure 10 kg/Cm2 Appx depth 60' 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 0.23 m x 1.20 m to 1.35 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.

S/F of RCC pipes, dia 300 mm, class NP3, laid and jointed complete with collars as per MES SSR, 2020.

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, 2020. (300 mm dia).

Providing and fixing of cement concrete cobble stone type tiles of size 150 mm x 150 mm x 40 mm or 200 mm x 200 mm x 40 mm thick laid over C. Screed with neat cement slurry (excluding screed) all as sp.

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

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

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