Improvement to sanitation, beautification, Arboriculture, drainage work etc. near Cantt. Boundary, Kallheri Road, etc.

Amount

Excavating in trenches, n exc 1.5m wide and n exc 1.5 m in depth; for foundation, etc or for shaft, wells, cesspits, manholes, pier holes, etc n exc 10 sq m on plan and n exc 1.5 in depth and getting out all as specified in MES SSR 2010.

Surface Dressing n exc 15cm Deep in soft/loose soil all as specified in MES SSR 2010.

M/L PCC bed 1:5:10 in Cement concrete in foundation filling and mass concrete all as specified in MES SSR 2010.

M/L Screed bed or bedding layer of mortar 20 mm thick for laying floor finishes 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 Finished all as specified in MES SSR 2010.

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. (Excluding screed)

Providing and laying chequered tiles including tactile (for vision impaired persons as per standards) of size 300mm x 300mm x 22 mm conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on cement mortar in neet cement slurry in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-charge all as specified in MES SSR 2010. (Excluding screed)

S/F precast kerb stone slab of RCC 1:1.5:3 of size 30 cm x 30 cm x 9 cm in curved shape at top (10 cm at bottom) all as specified in MES SSR 2010.

S/F PVC pipe 150 mm dia laid is trenches including C. Conc. 1:3:6 Haunching under & over, surrounding 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.

M/L of Granite work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking plat 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).

Providing and laying Granular sub Base complete in all respects as per MORTH specification latest revision 401. The material shall be free from organic or other deleterious constituents and confirm to grading 1 of table 400.2 of MORTH specifications.

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.

S/F RCC Hume pipe 450mm dia (NP-3) laid & jointed complete without collar Including earthwork in excavation in trenches as per size of pipe and returning filling in including spreading & leveling (1 m length pipe) all as specified in MES SSR 2010.

M/L for laying of reinforced concrete pipes, class NP3, 300 mm bore dia, laid and jointed complete with collars all as specified in MES SSR 2010.

M/L PCC 1:3:6 concrete bed to drain pipes including packing under and completely surrounding the pipes 300 mm dia with concrete alfter they are laid and tested all as specified in MES SSR 2010.

Providing & laying sludge farmyard manure with good earth, for tree pits all as specified in MES SSR 2010. (size of pits 2'.6" x 2'.6" x 2'.6")

Kerb painting- surfaces of any description wood, steel, iron, concrete, brick, stone, etc., exceeding 10cm in width or girth with water borne acrylic paint all as specified in MES SSR 2010.

S/F 60 mm thick vibrator moulded 1st quality interlocking tiles of different shapes (colored tiles as per sample) (M-35) Damru, Brooks Kachua etc. laid over sand screed 25 to 40 mm thick all as specified in MES SSR 2010.

Concrete Bollards (0.15 m dia) in RCC 1:1.5:3, 1m length all as Sp. (As per sample).

Seating type 1-1500mm long (As per drawing).

Seating type 2-500m long (As per drawing).

Bio retention soil which consist of compost (20-30%), sand (20-30%) and M top soil (50-60%)

Non woven geo textile fabric (along bio retention soil)

6” dia P.V.C pipe of pressure 6kg/Cm2 (Perforated).

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 (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.

M/L Brick work in round shapes i.e earths works in excavations 2.50 m dia, depth 1.5 m, PCC bed 1:5:10 (80 mm thick), B/work 9" in round shape in C:M 1:4, inside plaster in C:M 1:4, with water proof compound, filled with 12.5 to 40 mm aggregate 100 cm, inside hole for 300 mm dia pipe to drains all as per site requirement.

Providing and laying good earths/soil for Arboriculture work filling with sludge farm yard manure complete all as sp.

Selfie point:- Earth work in excavation 6' x 4' x 4', PCC bed 1:4:8, 6" thick, RCC 1:1.5:3 in foundations & above foundations as per design, supply and fixing Granite Z black all around complete as per drawings/ sample pillar size 4'x1' x10' above ground level) complete with reinforcement, 16 mm & 12 mm dia @ 6" c/c double side and foundations, rings 8 mm dia @ 4" c/c, formwork etc complete as per sample.

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, 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.

Bidder Name

Amount

R.N.& co.96(GSTN-06AJPPK4897H1ZK)

A N BUILDERS(GSTN-06AADFA9365M1Z2)

m/s tandon construction works(GSTN-NA)

Hitech builders(GSTN-NA)

A N BUILDERS

Hitech builders

A N BUILDERS

m/s tandon construction works