PROVN OF LED PATHWAY LIGHTS, WALL PARTITION IN BETWEEN BLDG NO T-15, T-16, T-19, T-20 AND APPROACH ROAD BLDG NO T-33 AND T-67 AT MIL STN JAISALMER UNDER GE (A) JAISALMER

Amount

Supply , installation ,testing and commissioning of LED flood light fitting 150 Watts made out of pressure die cast aluminium housing and IP 66 protection with emmiter LED incl. making electric connection .Make of LED Lights :-Cromption cat ref LFLN-150-CDL/60M or equivalent in Havells /Philips as approved.

S&F double door MCB distribution board SPN, 240 volts, 4 ways powder coated, CRCA steel sheet constructed as per IS : 8623, degree of protection IP 43 - IK 09 with metal door, recess mounted, having insulated 200 amp tinned copper bus bar, neutral busbar, earth bar, din bar, detachable gland plate, interconnection, earthing connection, blanking plates in unused spaces as required.

Supply and fixing MCB's single pole and neutral 32 Amp 240 Volts,10 KA rapturing capacity 'C' curve.complete all as specified & directed. Make-Schneider/Legrand/Havells

Supply and fixing MCB's single pole 20 Amps to 32 Amps, 240 Volts,10 KA rapturing capacity 'C' curve.complete all as specified & directed.

Supply and fixing of PVC insulated copper conductor 2.5 sq mm 3 core in PVC conduit medium grade in ground/surface with necessary fixing arrengment and connecting items as specified and directed .

Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 10 sqmm 2 core including cable lugs complete

Excavation in soft /Disintegrated rock not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cable and getting out complete all as specified and diected at site .

Returnig filling in including spreading ,leveling ,watering and well ramming excavated soft/disintegrated rock in layers all as specified and directed at site .

Removing excavated materials (soft/disingated rock) to a distance not exceeding 50 mtr and deposting where directed at alevel not exceeding 1.5 m above the starting point all as specified and directed .

M&L for sand cushioning to under ground cable using tibba sand and gently punning to cushioning to cable complete all as directed by Enginner-in-charge .

Supply & laying 40 to 50 mm thick roughly hammer dressed Jodhpur stone patti cable cover 25 cm to 30cm wide and n.exc 60 cm long each laid dry abutting with each other with maximum gap between adjustment slabs n. exc 10 mm complete all as specifeid & directed by Enginner-in-charge .

S&F steel tubes light grade galvanized 25mm bore ISI marked with all fittings fixed to walls/floors/road crossing, poles as required.

M&L for road cutting for passing of HT/LT cable inside GI pipe of suitable size complete digging after laying of pipe line / cable making good the surface complete all as specified and directed by Enginner-in-Charge .

M & L bore earthing not less than 250 mm dia 16 feet deep filled with black soil up to 7 feet from bottom complete with galvanized iron pipe 40 mm bore medium grade 3 meter long tapers at bottom & provided 12 mm holes (staggered) at 75 mm centre to centre up to 2.5 meter of length from bottom , burried directly in ground filled with 45 cm alternate layer of chemical magnisium sulphate, charcoal & salt up to ground levl connected to galvanized iron wire 4mm dia as earthing lead up to Panel /DB BOX as per site requirement by means of bolt and nut, check nuts and washer of galvanized iron or steel including brazing work and 40mm dia light grade pipe for earth lead protection including test point terminal cover the earhing hole by PCC chamber and GI cover and testing on completion complete all as specified and directed by Engineer Incharge.

Excavatin in post holes each not exc 0.5 cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers n exc 25 cm watering, and making good surface in soft/disntegrated rock soil all as specified and directed by Enigneer Incharge

Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded granite stone aggregate) in foundations, filling and mass concrete all as specified and directed by Engineer Incharge..

Removing excavated surplus rock obtained from excavation to a distance not exceeding 50 mtr and deposting where directed at a level not exceeding 1.5m above the starting point all as specified and directed by Engineer Incharge.

S&F for rolled mild steel in Joist, channel, angle, or tee sections, fixed independently, without connection plate, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), Fe 410-W (Gde E-250) quality A all as specified and directed by Engineer Incharge.

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

S & F New framed work as in doors or gates of angle (45x45x5) or other section with guesset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering, doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitting (exclusive or steel sheeting or other fitting 9exclusive or steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete confirming to Fe-410W (Gde E 250) all as specified and directed by Engineer Incharge.

S&F 1.25mm Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required all as specified and directed by Engineer Incharge.

M&L Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.

Rolling and consolidating formation surfaces with 8 to 12 tonne power roller, including filling in soft spots depression etc which occure during rolling (for portion coming in cutting/ original ground only) to required camber and gradient etc including watering before or during rolling complete all as specified and directed by Engineer Incharge.

M&L for 200mm thick (spreaded thickness) Soling (or sub base) with broken boulders or quarried stone (graninte or trap or basalt stones) of size rang 100 mm to 150 mm deposited spread levelled in one layer inter stices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonnes power roller complete all as specified and directed by Engineer Incharge.

M&L for 150mm thick (spreaded thickness) Soling (or sub base) with broken boulders or quarried stone (graninte or trap or basalt stones) of size rang 100 mm to 150 mm deposited spread levelled in one layer inter stices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonnes power roller complete all as specified and directed by Engineer Incharge.

M&L for 150mm thick (compacted thickness) WBM (in two layers and each layer of 7.5 cm thick to be compacted separately), with coarse stone/ aggregates (granite, trap or basalt stone) of grading 2 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed by Engineer Incharge.

Preparing un surfaces water bound macadam surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engineer Incharge.

Applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre using paving bitumen complete all as specified and directed by Engineer Incharge.

Applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sq metre using paving bitumen complete all as specified and directed by Engineer Incharge.

M&L for premix bitumious macadam with 4% binder content by weight of total mix with paving bitumen, laid/ rolled and compacted to required gradient and camber (Consolidated thickness 75mm or less) complete all as specified and directed by Engineer Incharge.

M&L for bituminous premixed asphaltic semi-dense concrete 40mm consolidated thickness with 5.5% binder (Paving bituminous) content by weight of total mix roller and compacted to required camber and gradient complete all as specified and directed by Engr-in-charge

M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed by Engr-in-charge

M&L for 150 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of flooring/ hard standing & finished the surface even & fair all as specified and directed by Engr-in-charge

M&L for Machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658: 2006 of 60 mm thickness of grade M-35 with grey cement and no pigment including even spreading of 50 mm thick layer of sand cushioning all as specified & directed by Eng-in- Charge. Note:- Pattern of interlocing tiles to be rubber moulded or equivalent as approved by GE.

M&L for PCC 1:2:4 using 20mm grade aggregate cement concrete in roof kerbs or mud stops, rounded or chamfered on edgesin lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified & directed by Eng-in- Charge.

M/S VISHNOI ENTERPRISES

m/s jogaram sujaram

S K TRADER