PROVN OF FOOT PATH / WALKING PATH,03X CEMENTED GARBAGE PIT AND NEW PATHWAY AT BLDG NO T-1142 (OR BATHROOM / TOILET) IN THE AOR OF AGE B/R-II UNDER GE SURATGARH AT SURATGARH MIL STN

Amount

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft / loose soil & getting out complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.

Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.

Surface dressing 15cm deep in soft/ loose soil complete all as specified and directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out complete all as specified and directed by Engineer-in-Charge.

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L for soil filling with compaction of earth filling is ordered to be carried out under optimum mositure conditions to the specified percentage of standard proctor density not less than 95 percent including raising (or lowering) earth, spreading in layers n exc 30 cm thick, watering, ramming and finishing to required size shape complete all as specified and directed by Engineer-in-Charge.

M&L for hardcore of broken bricks, gauge not exc. 63mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .

M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block, roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.

M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.

S&F mild steel framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, cooler stand 12mm sq guard bar, framework of water tanks and similar works of quality Fe 290 (Gde E-165) etc complete all as specified and directed by Engineer-in-charge.

S&F 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified & directed by Engineer-in-charge.

M&L for 75 mm thick PCC (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed. Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item

M&L for 50mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in flooring, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.

M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed.

M&L for 75mm thick cement concrete (1:2:4) using 20mm graded stone aggregate type B-1 to make curb surface like saucer drain parallet to path etc complete all as specified and as directed by Engineer-in-charge.

M&L for non skid ceramic joint free coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for glazed ceramic tiles (coloured) 300mm x 600mm x 7-8mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.

S&F factory casted 60mm thick machine pressed cement concrete rubberised interlocking paving blocks M-35 grade having compressive strength not less than 350 Kg / Sqcm with grey cement and pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, joint filled with dry sand complete all as specified and directed by Engineer-in-Charge.

M&L for 15mm thick rendering in cement mortar (1:4) on fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint over a coat of cement base primer and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new plastered surfaces of any description applying two coats of waterborne paint over a coat of water based cement primer of curve stone paint in different tint complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

Supplying, laying, jointing and testing 150 mm bore reinforced cement concrete pipes, class NP-2 including coller set in cement mortar (1: 1) complete all as specified and directed by Engineer-in-Charge.

SHIVA BUILDERS (BID ID -3155237)

M/S KARNI CONSTRUCTION COMPANY (BID ID -3155847)

S.K BUILDERS AND ENGINEERS (BID ID -3154515)

M/s JUGAL KISHORE MISHRA AND SONS (BID ID -3154890)

Gill Construction Co (BID ID -3161553)

BANSAL BROTHERS (BID ID -3155567)

M/S Shree Ram Enterprises (BID ID -3161523)