Construction of a building near NCS Phosphating plant building for processing and stacking of ammunition boxes inside the factory at O. F. Bhusawal.

Amount

Construction of a building near NCS Phosphating plant building for processing and stacking of ammunition boxes inside the factory at O. F. Bhusawal.

Demolition of cement concrete in floor and paving n exc 15 cm thickness. (below or above ground level)

Removing building materials etc. (other than spoil payable under items 03028 to 03031 in Section-3-Earthwork) to a distance of 400m, beyond the lead included in the rates, including loading, unloading and stacking at the destination

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and Iift upto 1.5 m, as directed by Engineer-in-charge, in All kind of soil. And further disposal of debris exc. 1.5 km and n. exc. 5 km as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation treches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excvated soil as directed, within a lead of 50 m, as directed by Engineer-in-charge, in AllI Kind of Soil. And further disposal of debris exc. 1.5 km and n. exC. 5 km as directed.

Shingle filling in floors or pavings, laid in layersn exc. 15cm thick, sread. levelled, and blinded with earth and rammed including watering complete.

Moorum/red bajri filing in floors or pavings, laid in layers n exc. 15cm thick, spread levelled and rammed including watering complete.

Hardcore of guage exc 63mm but n exc. 100mm deposited, spread and levelled in layers n,exc. 15 cm thick watered and rolled/rammed to a true surface M & L broken stone or boulders.

Provision of cement concrete in foundations, filling and mass concrete Type C2 1:3:6 (4Omm graded aggregate).

Provision of RCC nominal mix in Foundations, foundation including rafts, footings, beams: plinth beams: bases for columns, etc: basement slabs, under reamed piles and mass concrete. Type B1 1:2:4 (20mm graded aggregates)

Provision of RCC nominal mix in Columns, pillars piers, posts and struts Cement concrete Type BO 1:2:4 (12.5 mm graded aggregates)

Provision of RCC in Beams, canrtievers, bresssummers, lintels over 1.5m span. Type B0 1:2:4 (12.5 mm graded aggregates)

Cement concrete type B-2, 1:2:4 (40 mm graded aggregate) 100 mm thick in flooring, etc.

Provision of RCC nominal mix in retaining walls, drains, etc. cement concrete Type B1 1:2:4 (2Omm graded aggregates)

Supply and fixing deformed Mild steel bars 10 mm 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 0.90 mm dia. TMT bars or securing clips - TMT bars.

Supply and fixing deformed MS bars 6-8 mm dia and over, cut to length bent to shape required, inclduing 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 clips -TMT bars.

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 Rough finished surfaces of concrete flat.

Formwork to sides and soffits of floor or roofbeams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs, etc. also splays between floors and beams, etc. Rough finished surfaces of concrete Flat.

Form work to sides of pillars, posts, struts, piers, columns and stanchions. Rough finished surfaces of concrete Square, rectangular or polygonal

Formwork to faces of walls, retaining walls, drains, abutments, parapets and staircase railings and similar work including attched pillasters, buttresses, etc.; vertical or to batter, Rough finished surfaces of concrete Flat.

Brickwork with subclass 'B' bricks straight or curved on plan exc 6m mean Cement mortar, 1:6.

M &L for rendering 12 mm thick in CM 1:4 on fair faces of block masonry or Concrete surfaces.

M &L for rendering 12 mm thick in CM 1:4 on fair faces of block masonry or Concrete surfaces. Setting coat 3 mm thick, trowelled to even and smooth finish.

Preparation of new walls , with one coat of priming paint and application of Two coats of cement paint conforming to IS 5410- 69 of approved brands as specified and directed complete.

Roof trusses (framed), trussed, purilins, crane gantries, rails and fastenings and heavy brackets framing (beam,tee angle, channel or flat sections) including distance pieces, cleats etcS & F Fe 410-W (Gde-E-250) Quality-A

Plates (plain or chequered) channels, squre cut or notched (irdubart and counter sunk forming holes, without any attachment S & F Fe 410-W (Gde-E-250) Quality-A

Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified S & F.

S&F Fibre glass reingorced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc. (2mm thickness)

Mild steel bolts purpose made with hexagonal or squre head one end and screwed the other, or screwed both ends: each screwed end to be Fitted with washers and one hexagonal or square nut. Exc 30cm long S & F Diameter of neck in mm exc 12 n exc 20

Providing & fixing wind operated Turbo ventilator system stainess steel (24" dia) over existing roof including cutting of sheets, proper fixing in position to true line and level with all fixtures and fastenings, providing 0.80 mm thick FRP sheet for covering area between roof and fan so as to provide water proof joints with approved water proofing compound, making good the roof surface including cleaning, etc. complete. (General application for all types of roofs for ventilation and daylight purpose).

Bands, straps, supports or stays for valley gutter, rainwater, ventilating pipes, including bolts, if required: hooks (staya), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; hand made sliding bolts; champs; hold fasts; wall ties; hooks for hanging fans;plain angle cleats for securing purlins to wood trusses or rafetrs; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 S & F

Plain, back mild steel sheeting, in rides hips, valley gutters, drip and straight flashings (length and girth as fixed) S &F Thickness in mm 1.25

Preparation of New surfaces of steel and steel based surfaces of any discription over 10 cm width or girth including knoting and stopping, with one coat of red oxide primer and application of two Coats of black bituminous paint conforming to IS 9862 -1981all as specified and directed complete

Drop ends (for spigot or socket ends) or nozzles Supplied & fixed Thickness of sheet 1.25mm dia mm 15Omm.

S/Fixing HDPE pipes PN 10, 150 mm dia, with complete fiting like bend socket

Framed work such as grills, gratings, etc over drain with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tankS and similar work con-forming to Fe.290 Gde-E-165 S & F

Preparation of New surfaces of steel and steel based surfaces of any discription over 10 cm width or girth including knoting and stopping. with one coat of red oxide primer and application of two coats of Synthetic enamel paint conforming Sq.m to IS 9862- 1981 all as specified and directed complete.

devdas pawar

VILAS PATIL AND ASSOCIATES