PROVISION OF VEHICLE PARKING SHED NEAR COMMUNITY HALL CUM RECREATION CENTRE BUILDING NO P 181 AT VRDE AHMEDNAGAR 06

Amount

B/R PORTION Excavating over areas, not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed.

M&L for 75 mm Cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete including sub base of floors complete all as specified and directed.

M&L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.

M&L for Damp proof course 40mm thick in cement concrete 1:2:4 type B-0 (using 12.5mm graded stone aggregate) mixed with integral water proofing compound @ 3% by weight of cement, to horizontal or vertical surfaces including necessary form work complete all as specified and directed. Note : Integral water proofing compound shall be measured separately as "supply only".

Returning, filling in excavated approved soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.

Removing excavated soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

M&L for Providing cement concrete 1:1½:3 type A-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; sesimic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided etc and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.

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

M&L for Roof trusses (framed), trussed purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, Tee, Angle channel or flat sections) of Fe-290 (Gde E-165) including distance pieces, cleats etc complete all as specified and directed.

M&L for Mild steel bolts, purpose made, with hexagonal or square head at one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 30 cm long and dia of neck exceeding 12 mm but not exceeding 20mm complete all as specified and directed.

M&L for Plates (Plain or chequred) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and directed.

M&L for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.

M&L for Plain, galvanised, mild steel sheeting 0.80 mm thick as in ridges, hips, valley gutters, drip and straight flashing (length and girth as fixed) with grade of zinc coating 275, complete all as specified and directed.

M&L for Decorative type powder coated one side steel sheet eaves boarding n exc 35cm wide complete all as specified and directed.

M&L for Hard core of boulder gauge n. exc 63mm ,deposited ,spread and levelled in layers n. exc 15 cm thick, watered and rammed to true surfaces complete all as specified and directed.

M&L for 75mm thick, PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in plinth protection finished even & smooth with out using extra cement including making joints 10mm wide and 30mm deep at spacing not more than 2.5m and at corners as mandatory and filled with sealing compound grade 'A' complete all as specified and directed.

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement & pigment complete all as specified and directed.

M & L for rendering 15 mm thick in cement plaster on brick or concrete surfaces of wall in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.

M&L for Preparation of new untreated steel surfaces exc 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed.

M&L for Prepration of old plastered surfaces of wall and applying two coats of cement base paint complete all as specified and directed.

M&L for wiring for light point/ fan point/exhaust fan point/call bell point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit , sheet, suitable size M.S. box & earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required & directed by EIC.

Supply & fix LED tube light along with fixture, 20 W complete all as specified and directed.

S&F MCB DB 240 V SPN 6 way on surface/recess , complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, inter connections, powder painted including earthing etc as required & directed by EIC (But without MCB/RCCB/Isolators).

S&F 5-32 A 240 V 10 KA 'C' curve type MCB suitable for inductive load of following poles in MCB DB complete with connections, testing & commissioning etc as required & directed. (a) Single pole & neutral

(b) Single pole

M & L Earthing complete with galvanised steel earth plate electrode 60cm×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion complete all as specified and directed.

Supply, laying, jointing and testing of under ground electric cable, XLPE sheathed LT 1100 volts, grade, heavy duty, armoured with aluminium multi stranded conductor cross sectional area of cable 10 Sqmm, 2 core conforming to IS laid in trenches, under floor, through the roads fixed along wall/pole/GI pipe with proper clamps complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for poles, laying of electric cable and GI tubing (where provided for protection of cables) and getting out trimming the sides, forming bottom surface to required level in soft/loose soil complete all as specified and as directed.

Returning, filling in , including spreading, leveling, watering and well ramming in layers not exceeding 25 centimetre thick after laying and testing of cable complete all as specified and as directed.

Removing excavated material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.

Supply & Laying 50 mm outside dia double wall corrugated pipe (DWC) of HDPE ISI Mark for enclosing cable below ground / road surface, to a required depth, including suitable size coplers for jointing of pipe all as per site requirement & directed.

Material and labours earthings complete with galvanized steel earth plate electrode 600 mm by 600 mm by 6 mm thick, buried directly in ground (Earth pit not less than 2.25 metres deep below ground level) , surrounded from all direction with charcoal dust and salt in layers, the top edge of the earth plate not less than 1.5 metre below ground level, connected to galvanized iron strip 25×4mm as earthing lead and 40 mm bore GI pipe light grade for protection of GI strip. fixed by means of bolts, nuts and washers of galvanized iron and connected to earth test point and equipment and testing on completion including excavation and earthwork in any type of soil, PCC chamber in 1 :2:4 using 20 mm graded stone aggregate, CI cover, 20 mm GI pipe light grade for watering, funnel, wire mesh complete all as specified and shown on electrical plate No 3 of MES Schedule Part ‘I’( 1991) complete all as specified and directed. Note - Cost of GI Strip up to 7.5 RM is deemed to be included in the quoted rate.

Siddhant Hukumchand kumath

MS. N.R. PENTA AND SONS