REPAIRS TO FOOTPATH HARD STANDING CULVERTS AND OTHER RELATED MISCELLANEOUS WORKS ETC AT MASIMPUR UNDER GE SILCHAR

Amount

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) and removal of debris complete all as specified and as directed

Demolition of cement concrete (un-reinforced) in ground floors and pavings exceeding 15cm thickness (below or above ground level) and removal of debris complete all as specified and as directed

Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) and disposing off complete all as specified and as directed

Demolition and breaking up drain pipes of internal dia 300mm (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including PCC haunching complete all as specified and as directed

Taking down cement or cement/lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for keys, scubbing down with water, etc. including all necessary scaffolding as required and rubbishing off the premises, etc. complete all as specified and as directed

Demolition of brickwork or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles and disposing off complete all as specified and as directed

Dismantling stone slabs and tiles/paver blocks of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar and relaying in same location after minor repairs works as sand bedding or sub base PCC etc. , complete all as specified and as directed. Note: Repair work PCC and sand shall be measured and paid seperately

M&L for 75mm thick plain cement concrete 1:3:6 (type C-1) using 20mm graded stone aggregate as in floors, plinth protection, pavings, etc. surface finished even and fair, laid in alternate bays/panels and joints filled with bituminous mix of 1 part bitumen and 3 part of sand complete all as specified and as directed

M&L for plain cement concrete 1:3:6 (type C-2) using 40mm graded stone aggregate for bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300mm dia drain pipes complete all as specified and as directed

M&L for 75mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregates) as in sub-bases for floors, complete all as specified and as directed

M&L for 100mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregates) as in sub-bases for floors, complete all as specified and as directed

M&L for 75mm thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate ) as in path, hard standing, etc. surface finished even and fair including necessary formwork, etc. complete all as specified and as directed

M&L for 40mm thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate ) as in path, hard standing, etc. surface finished even and fair including necessary formwork, etc. complete all as specified and as directed

M&L for 100mm thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate ) as in path, hard standing, etc. surface finished even and fair including necessary formwork, etc. complete all as specified and as directed

M&L for 150mm thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate ) as in path, hard standing, etc. surface finished even and fair including necessary formwork, etc. complete all as specified and as directed

M&L for plain cement concrete 1:2:4 type B1 (using 20mm graded stone aggregates) as in coping over walls, benching, filling for posts, etc. including neccessary formwork complete all as specified and as directed

M&L for forming construction joint 30mm deep x 10mm wide filled with sealing compound 'A' complete all as specified and as directed

M&L for forming contraction (dummy) joint 65mm deep x 10mm wide filled with sealing compound 'A' complete all as specified and as directed

M&L for brickwork with sub-class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in CM (1:6) complete all as specified and as directed

M&L for brickwork with sub-class 'B' bricks, straight or curved on plan to any radius as in half brick thick walls built in CM (1:4) complete all as specified and as directed

M&L rendering 15mm thick, in cement mortar (1:4) on walls / concrete surfaces, etc. finished even and smooth without using extra cement complete all as specified and as directed

M&L for non-skid ceramic paver tiles, coloured, area of tile exceeding 0.06sqm but not exceeding 0.11sqm each, 7 to 8mm thick of superior quality as in floors, etc. laid over 20mm thick screed bed in CM (1:6) (rate shall be included) set and jointed in neat cement slurry @3.00kg of cement per sqm and pointed in white cement mixed with colouring pigment to match shade of tiles complete all as specified and as directed

M&L pre-polished chequered coloured paver tiles 25mm thick, area of each tile exceeding 0.06sqm but not exceeding 0.11sqm, in floors, set, jointed & pointed with neat white cement slurry mixed with pigment to match colour of tile, laid over and including 20mm thick screed bed or bedding layer in cement mortar (1:6) (rate shall be included) complete all as specified and as directed

M&L for laying pre-polished 60mm thick rubber moulded, coloured (as approved), designer, chamfered edged, interlocking paver blocks made of M-35 design mix concrete of approved design and shape with the crushing strength not less than 350kg/sqcm conforming to IS: 15658-2006, made by table vibratory method using PU mould, laid over and including 50mm thick sand bedding, duly compacted with plate vibrator, laid in approved pattern / design and filling the joints with sand, including all necessary cutting, notching, etc. as required complete all as specified and as directed

M&L for laying machine pressed precast concrete 80mm thick rubber moulded, designer, interlocking paver blocks made of M-40 design mix concrete of approved design and shape with the crushing strength not less than 350kg/sqcm conforming to IS: 15658-2006, and filling the joints with sand including all necessary cutting, notching etc., complete all as specified and as directed

M&L for laying pre-polished 80mm thick rubber moulded, coloured (as approved), designer, chamfered edged, interlocking paver blocks made of M-30 design mix concrete of approved design and shape with the crushing strength not less than 350kg/sqcm conforming to IS: 15658-2006, made by table vibratory method using PU mould, laid over and including 50mm thick sand bedding, duly compacted with plate vibrator, laid in approved pattern / design and filling the joints with sand, including all necessary cutting, notching, etc. as required complete all as specified and as directed

M&L for fine dry river sand filling under floors, watering, leveling and consolidating complete all as specified and as directed Note: Only consolidated thickness of sand shall be considered for measurement purposes

Supply and laying reinforced concrete pipes, 300mm bore, class NP2, laid in trenches, jointed in cement mortar 1:1 with collars and making necessary connection and testing complete all as specified and as directed

ABDUL AUDUD (BID ID -3300948)

m/s builders and suppliers (BID ID -3301550)

M/S TAPAN KUMAR RAY (BID ID -3300535)

MS AFTAB LASKAR (BID ID -3301521)

M/S LUIT CONSTRUCTION (BID ID -3300834)

M/S R A ENTERPRISE (BID ID -3301066)

MAGADH TRADING (BID ID -3301325)

M/S M P Sharma (BID ID -3301385)