8119/SAR-32/E8 RENOVATION WITH IMPROVEMENT OF CERTAIN PAVED AREA, HARD STANDING AND PATH AT 1 AFSB DEHRADUN UNDER GE AF SARSAWA

Amount

Excavating in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation etc for for shafts, wells cesspits, manholes, piers holes etc not exceedin 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in loose/soft soil and as all specified and directed by Engineer-In-Charge

Demolition of old brick/stone/boulder/block masonry,below or above ground level built in cement mortar all as specified & directed.

M&L for brick work with sub class 'b' brick, straight or curved on plan exc 6.0 mtr mean radius built in CM 1:6 etc complete all as specified and directed by Engineer-In-Charge

M&L for PCC 1:4:8 typeD-2 using 40 mm graded stone aggregates as in, filling and mass concrete complete all as specified and directed

M&L for 75 mm thick cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregates) as flooring of etc complete all as specified and as directed

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

M&L rough finish surfaces of Formwork to sides and soffits of floor or drain slab, roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports,overhangs,etc. also splays between floors and beams, etc. and similar works (form work should be steel plates /steel scafholding )and as directed by Engineer-In-Charge

M&L for providing reinforced cement concrete for Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, any section straight or winding, but excluding landings; RCC water Drain cover path type b1 (1:2:4)using 20 mm graded stone aggregates as in slabs,under reamed piles and mass concrete etc complete all as specified and as directed

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; framework of water tanks,drain cover grill and similar work conforming to Fe 410-0 or Fe 310-0 all as specified and directed by Engineer-In-Charge

M&L CTD TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and as directed

M&L for preparation of platered or un plastered surface or concrete surface and applying two coat of synthetic enamel paint with primer complete all as specified

M&L rendering 15m thick cement plaster in CM 1:4 and finished surfaces even and fair without using extra cement on wall complete all as specified

M&L for preparation of new surface of wall and applying two coat of cement base paint of wall over priming with alkali resistance primer paint complete all as specified

M&L for precast cement concrete solid block 1:2:4 type b1 (using 20 mm graded aggregate) of size 300X450X125 mm thick as in kerb stone and set in cement mortar 1:4 including applying two coat of synthetic enamel paint with primer on concrete surface complete all as specifed

M&L Machine pressed precast concrete interlocking colour glossy finish paver block PU Coated any shape and size of 60 mm thickness, M-35 Grade including Screed bed or bedding 15 mm layer of mortar (1:4) for laying floor finishes as specified and directed by Engineer-In-Charge

Cement concrete chequard heavy duty tiles machine pressed; set, jointed and pointed in net cement shurry in floors, and cut and polished including Screed bed or bedding 15 mm layer of mortar (1:4) for laying floor finishes etc all as specified and directed by Engineer-In-Charge

M&L for cement concrete 1:2:4 type, B1 using 20 mm graded stone aggregates as in copings including necessary fromwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed

Returning filling in with soil , inlcuidng spreading, levelling, watering and well ramming in layers not exc 25 cm thicks all as specified and directed by Engineer-In-Charge

Removal of surplus excavated soil to a distance exc 250 mtr but not exceeding 500. mtr and depositing where directed at a level nexc 1.50 m above the starting point etc complete all as specified and as directed

SARASWATI CONSTRUCTION CO

M.K Engineers

SUBHASH CHAND CONTRACTOR