ADDITION AND ALTN TO BDY WALL AND RELATED INFRA OF SATWARI GRN AT JAMMU

Amount

Demolition of brick work or stone boulder masonry built in cement mortar including all quoins, arches pillars etc but excluding ashlars facings dressed stone work and precast concrete articles, complete all as specified and as directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of (angle iron, concertina coil, barbed wire) of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / in foundation trenches or drains (not exceeding 1.5m in width or 10 Sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete M-10 (nominal max) (40mm graded crushed stone aggregates) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Use and waste of formwork 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 for rough finished surfaces complete all as specified and as directed by Engineer-in-Charge.

Use and waste of formwork to sides of pillars, posts, struts, pier, column stanchions square, rectangular or polygonal rough finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.

Use and waste of formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including sub-ports, over hangs beams etc with fair finished surface of concrete complete all as specified and as directed by Engineer-in-Charge.

Material and labour for RCC M-25 (design mix) (20mm graded crushed stone aggregates) as in foundations, including rafts, footings, foundation plinth beams, plinth bases for columns, etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour RCC (Design Mix) M-25, (20mm graded crushed stone aggregates) in beams, cantilevers, bressummers, lintel over 1.5m span complete all as specified and as directed by Engineer-in-Charge.

Material and labour RCC (Design Mix) M-25 (20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-Charge.

MS TMT bars 10 mm 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 0.9 mm dia or securing with clips, complete all as specified and as directed by Engineer-In-Charge.

MS TMT bars 5 mm and over upto and including 10mm dia in stirrups, spacer and binders 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 0.9 mm dia or securing with clips in stirrups, spacers and binders complete all as specified and as directed by Engineer-in-Charge.

Material and labour for brick work in cement mortar 1:4 using sub-class B brick straight or curved on plan exc 6m mean radius all as specified and as directed by Engineer-in-Charge.

Material and 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 as directed by Engineer-in-Charge.

Material and labour for rendering 15mm thick on other than fair faces of brick work or concrete sufraces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

Preparation of new plastered or un plastered surfaces of walls and applying two coats of cement based paint over a coat of alkali resistant priming paint including preparing new plastered surfaces , complete all as specified and as directed by Engineer-in-Charge.

S&F 25mm thick pre-formed filler ISI marked for crumple joint all as specified and as directed by Engineer-in-Charge.

S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. Wind tiles for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc, and similar work conforming to Fe-290 Gde E-165 as in angle iron horns, steel gates, all as specified and as directed by Engineer-in-Charge.

S& F 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 tank and similar work conforming to Fe.290 Gde-E-165 complete all as & specified and as directed by Engineer-in-Charge.

S&F in repairs galvanized, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins, etc as directed by Engineer-in-Charge.

S&F concertina coil fencing with punched tape concertina coil 600mm dia, stretched to 6 metre length, having 50 Nos spiral turns per 6 metre length, spiring core wire (2.59 mm thick) of high tensile strength of 1620N/Sqmm with tape 90.52mm thick) Hot dip galvanised upto 20 microns, weight of eac coil 8.50 kg and fixing the same on exiting Y shaped angle iron with 6 horizontal RBT (Reinforced Barbed tape) wire, stud tied with GI staple sand GI clips to retain horizontal, clips shall be @ 5 Nos per 2 spiral turns approximately 126 clips per coil including necessary bolts complete all as specified and as directed (each line to be measured) complete all as specified and as directed by Engineer-in-Charge.

Preparation of new steel surface of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-Charge.

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

Removing excavated material (soil) to a distance n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point all as specified and as directed by Engineer in Charge.

Note: The schedule of credit has been attached in tender in Pdf format and amount of credit schedule i.e. Rs 840000.00 shall be deducted from the total amount of BOQ to arrive at the contract sum.

BANKE BEHARI GANDOTRA

bamral builder

Mehar Enterprises

SHARMA CONSTRUCTION COMPANY

M/s Ravinder Kapoor Engineers and Builders

GUPTA CONSTRUCTION

DES RAJ NAGPAL CONTRACTORS PVT.LTD