8513/E8

Amount

Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in hard soil all as specified & directed.

Excavating in post holes in hard dense soil (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface all as specified & directed.

Excavating over areas, n exc 1.5 m deep and getting out in soft loose soil all as specifed and directed.

Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil all as specifed and directed.

Excavating over areas, n exc 1.5 m deep and getting out in hard rock by chiseling/ mechanical means using pneumatic hammer all as specifed and directed.

Excavation in trenches n.exc 1.5m deep and getting out in hard dense soil for foundation all as specified and as directed.

Excavation in trenches n.exc 1.5m deep and getting out in hard rock cutting by chisel or mechnical plant all as specified and as directed.

Returning filling in including spreading, leveling watering & well ramming in layers n.exc 25cm thick in soil all as specified & directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in soil all as specifed and directed.

M&L hardcore of broken stone of gauge n exc 63mm deposited, spreaded & levelled in layers n exc 15cm thick watered and rammed to a true surface all as specifed and directed.

Removing excavated material to a dispance exe. 250m but n.exc 500m and depositing where directed at land n.exc 1.5M above the starting point in soil

M&L for Hardcore of gauge exc 63 mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified & directed.

M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete all as specifed and directed.

M&L for PCC 1:2:4 type B2, using 40mm graded stone aggregate as in cement concret in foundations' filling and mass concrete all as specified and as directed.

M&L PCC 1:2:4 type B1 (using 40mm graded crushed stone aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kleeners, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded for chamfered angles and throating all as specified & directed.

M&L for pre cast cement concrete solid block masonary 1:3:6 type C1(using 20mm graded stone aggregate) exceeding 10cm thick and set in cement mortar 1:6 complete all as specified and directed.

M&L for RCC M-30 grade (Design Mix) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, basement slabs, under-reamed piles and mass concrete all as specifed and directed.

M&L for RCC M-30 grade (Design Mix) in Walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specifed and directed.

Supply only integral water proofing compound

Roughening surface of old concrete floor by picking sweeping cleaning and washing down with water to remove dust etc, and brushing neat cement slurry @ 3.00 Kg of cement per Square meter all as specified and as directed.

Use & waste 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 all as specifed and directed.

Use & waste formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to batter all as specifed and directed.

M&L 200 mm PVC water bar for RCC work all as specifed and directed.

M&L 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 and similar work conforming to Fe.410.Gde-E-250 and complete all as specified and directed.

S&F framed work such as grills, gratings, etc with end of bars shouldered and or riveted or forged into spikes, framed guard bars, barred iron door ladders, framed baulsters, walk ways, railing, frame of water tanks and similar work. and hung as gates,including pintle hinges, stops hand-made sliding bolts all as specifed and directed.

S&F 0.63 mm thick galvanised, corrugated mild steel sheeting with two corrugations side laps, fixed with L- type or J- type or cranked hook bolts in lieu of screws, in roofs, walls with grade of zinc coating 275 GPS all as specified and as directed.

S&F for 0.63 mm thick plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 GPS all as specified and as directed.

S&F Fe 410-W (Gde-E-250) quality- A of roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle channel or flat sections) including distance pieces, cleats etc.all as specified and as directed.

S&F for Fe 410-W (Gde-E-250) quality- A ,rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates all as specified and as directed.

S&F plates (plain or chequered) channels square cut or notched (ordinary and counter sunk) forming holes, without any attachment all as specified and as directed.

M&L for mild steel work as in wind ties fixed on roof all as specified and as directed.

M&L TMT bars 10mm dia and over, cut to length bent to shape required including crancking , 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 all as specifed and directed.

Description all as per Srl item No. 32 here in before but 5 dia and over upto and including 10 mm dia as in stirrups spacers and binders.

M&L prepolished chequered cement concrete tiles 30cmX30cmX 5mm thick set jointed and pointed in neat cement slurry in floor with grey cement and pigment laid over 15 mm thick screed bed in CM 1:6 all as specifed and directed.

M&L pre polished chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in near cement slurry in floors with grey cement and pigment including 20 mm thick screed bed or bedding in CM 1:6 all as specified and as directed.

M&L for rendering 10mm thick in CM 1:4 on concrete surface including finishing surfaces even and smooth without extra cement including WPC on ceiling or walls all as specifed and directed.

M&L for rendering 15mm thick in cement mortar 1:4 using river sand, finished surfaces even and smooth without using extra cement all as specified and directed.

M&L rendering 15 mm thick using river sand on fair faces of brick work or concrete surfaces finished surfaces even and smooth (without using extra cement) in CM (1:4) all as specified and as directed.

M&L two coats of white wash including preparation of plastered surfaces of wall all as specified and directed.

M&L for preparation of newly steel surfaces of any description and applying two coats of synthetic enamel paint over a coat of red oxide zink crome primer all as specified and directed.

M&L for applying two coat of flexible elastic water proofing & protection coating of 1.50mm to 2mm thick using 2 component cement base water froofing materials (PIDI FIN 2K M/S PIDILITE & BRUSH BOND- M/S FOSROC AS PER MANUFACTURERS INSTRUCTIONS all as specifed and directed.

Preparing newly plastered wall surfaces and applying two coats of white wash all as specified and as directed.

M&L brick masonry chamber (Valve pit) for opening and closing of valve with internal size 600x600x600mm with PCC (1:3:6) solid block masonry built in CM 1:4 including necessary excavation and earth work in any type of strata including fixing MS sheet cover 6 mm thick over angle iron frame of size 25x25x6mm with locking arrangement including two coat of synthetic enamel paint over one coat of red oxide primer and 15 mm thick cement plaster in CM 1:4 using river sand internally all as specified and directed.

Supply & Laying GI tubing medium grade with all fittings, laid in trenches, or fixed alongwith walls/poles , bore of pipe 50 mm all as specified and directed. Make : Jindal/Tata/Prakash Surya.

Supply & fixing gun metal globe or gate valve of size 50mm with iron wheel head screwed both ends ISI Marked all as specified and directed. Make : Upadya/Kirloskar/Zoloto.

M&L for cutting & screwing existing steel tubing of size 50 mm dia for alterations or additions or lengthening screwed on pipe to form connector and done in position without taking down all as specified and directed.

Returning filling in including spreading levelling watering and well ramming in layers not exc. 25 cm thick all as specified and directed .

M/S Swarn Constructions

JHURI PRASAD AND SONS