PROVISION OF PROTECTIVE WORK FOR BOUNDRY WALL AND STONE PITCHING NEAR ERODED SOIL AT LEKAWADA UNDER GE I CG PORBANDAR

Amount

SCHEDULE 'A' B/R

Demolition of brick/stone masonry built in lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Brick work with fly ash modular bricks, straight or curved on plan exceeding 6.0 Metre mean radius, built in Cement Mortar 1:6, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in Cement Mortar 1:4, finished even and smooth without using extra cement, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for 200-250mm thick stone boulder pitching with dressed edge stones, laid and grouted with cement and sand mortar 1:6 on area, Complete all as specified and directed by Engineer-in-Charge. Note :- Compaction of formation surface by mechanical means before the stone pitching shall also be included in the quoted rates

Excavating over areas, not exceeding 1.5 Metre deep and getting out in soft /loose soil, Complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 1.5 Metre but not exceeding 3.0 Metre deep and getting out in soft /loose soil, Complete all as specified and directed by Engineer-in-Charge.

Excavating over areas, exceeding 3.0 Metre but not exceeding 4.5 Metre deep and getting out in soft /loose soil, Complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth for foundation etc., not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth and getting out in soft/ loose soil, Complete all as specified and directed by Engineer-in-Charge.

Rough excavation not exceeding 1.5 Metre deep and getting out soft/loose soil, Complete all as specified and directed by Engineer-in-Charge.

Removing excavated material exceeding 250 Metre and not exceeding 500 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, Complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Plain Cement concrete 1:4:8 (type D-2) (using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for RCC M-30 (Design Mix) using 20mm graded stone aggregates as in Foundations, including rafts, footings, foundation beams; slant beams; bases for columns, etc., Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for RCC M-30 (Design Mix) using 20mm graded stone aggregates as in Walls, Retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for flat Formwork for rough finished surfaces of concrete to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on flat surfaces, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for flat Formwork for rough finished surfaces of concrete to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for 75mm bore PVC (SWR) pipes as in wheep holes, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for using Graded coarse aggregate 20mm as in invert filter, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for using Graded coarse aggregate 63- 40mm as in invert filter, Complete all as specified and directed by Engineer-in-Charge.

Material & Labour for sand filling as in invert filter, and back filling etc. including watering and consolidation, Complete all as specified and directed by Engineer-in-Charge.

D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED (BID ID -3189092)

UMIYA BUILDCON (BID ID -3189240)

SANVI ASSOCIATES (BID ID -3195272)

M/S. P.M GODHANIYA (BID ID -3186031)

divyarsh entrprise (BID ID -3194876)