PROVN OF CERTAIN REV WORKS AT ICGS PIPAVAV UNDER GE (I) CG PORBANDAR

Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft and loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Pre- painted galvalume aluminium 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 by Engineer-in-Charge.

Material & Labour for Pre-painted galvalume aluminium zinc coating GI based Plain 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 by Engineer-in-Charge.

Material & Labour for 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., complete all as specified and directed by Engineer-in-Charge.

Material & Labour for preparation of new surface of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Plain Cement Concrete 1:3:6 type C-2 (using 40mm graded stone agg) as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA strip lens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions, complete all as specified and directed by Engineer-in-Charge.

Supply and fixing solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/1600 MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc., complete all as specified and directed by Engineer-in-Charge.

Material & Labour 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 Engineer-in-Charge.

Supply and fixing metal tubular delineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti-theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, complete all as specified and directed by Engineer-in-Charge.

Supply & Fixing Convex mirror of size 800mm dia of PVC material provided with suitable MS pipe post, having clear and definite mirror image with 130 degree of viewing including fixing in position in PCC as per manufacturers guide lines, complete all as specified and directed by Engineer-in-Charge.

Schedule 'A' E/M

Supply and installed testing and commissioning submersible non-clog pump motor 7.5 HP set, electric driven 3 phase, 415 V, CI Body, CI impeller of head range 5 to 22 mtr, Pump shaft carbon steel, discharge 360 to 1560 LPM, maximum density < 1050 Kg per meter including installation with lifting chain etc. complete suitable PCC foundation (if required), complete all as specified and directed by Engineer-in-Charge. Make :- Kirloskar or equivalent in Crompton Greeves.

Material & Labour weather proof flexible three core flat cables copper conductor 4 sqmm insulated with PVC sheathed for submersible pump motor with voltage grade up to 1100 including proper lugs and fittings, complete all as specified and directed by Engineer-in-Charge.

Supply and laying MS ERW pipe of size 80mm dia., complete all as specified and directed by Engineer-in-Charge.

Supply and laying pipe ductile iron S/S including gasket joint special, class K-7 of bore 100mm dia., complete all as specified and directed by Engineer-in-Charge.

Supply and fixing CI body sluice valve class PN 1.6 with flanged ends of size 100mm bore having stainless steel spindle, CI gate with brass ring, operating wheel cast iron cape with lock nut and connecting accessories etc., complete all as specified and directed by Engineer-in-Charge.

Supply and Fixing DI Fittings Bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs size upto 100mm dia., complete all as specified and directed by Engineer-in-Charge.

Material & Labour for NRV / Reflux valve cast iron body heavy duty with bypass arrangement suitable for size 100mm dia complete including nuts, bolts, washers, CI flange and gasket etc., all as directed at site, complete all as specified and directed by Engineer-in-Charge.

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 galvanised iron strip 25×4mm 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, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 70 sqmm 3.5 core, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for LT panel Board cubical KIOSK Outdoor type compact 415 Volts AC 50 Hz, 4 wire +E, fabricated thermoplastic Polycarbonate, of size 1400mm x 1285mm x 600mm, Floor mounted RAL 7035 finish confirming to IP 54 (EN60 529) complete including Cu bus bar 200 Amps size 25x10mm, 4 strip mounted on porcelain insulated & enclosed in chamber, bottom cable entry mounted on H frame structure including complete suitable PCC foundation (if required) comprising of following: (a) Incoming MCCB 63 Amps, 36KA, with microprocessor based release having breaking capacity 36 KA.....01 Nos. (b) Digital multi-function meter -01Nos, LED, RYB indicating lamp-1Set, CT60/5A, 5VA, CL1-3Nos, control fuse with base (2A/32A) - 06Nos (c) Outgoing MCCB 32Amps 415 V, Four Pole, 18KA....01 Nos (d) Outgoing MCCB 25 Amps 415 V, Four Pole, 18KA....02 Nos (e) 7.5HP S/D Starter- 02 no, 16 A MPCB-02 Nos, (6-10) A OLR -2Nos, 25A TP contractor -04Nos (line & delta), 9A TP Contactor -02No (Star), single phase preventer -2Nos, ON/OFF/TRIP indication lamp -2nos , Start / Stop PB with block - 2Nos, Star/ delta timer -2nos, Control fuse with base (2A/32A) - 2nos, 2A fuse terminal block -6 Nos, 6sqmm terminal block -12Nos, 32A DP 10 KA MCB -02 Nos. (f) Terminal block 10sqmm terminal block -16Nos

Supply and laying 50/38mm Double Walled Corrugated (DWC) Pipes having corrugation on the outer wall and plain surface on the inner wall confirming to IS14930 (Part-II) for protection of UG cables, laid in trenches/ road/ drain or fixed along wall, poles or laid under floor, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for cutting existing road/hard standing not exceeding 45x45 cm in wide & depth getting out excavated material for laying cable/GI tube, returning filling & well ramming watering finish surface 10 cm from top using PCC 1:3:6; including removal of surpluses soil, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth and getting out Soft/ Loose soil, complete all as specified and directed by Engineer-in-Charge.

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

Removing excavated material not exc 50 Metre and depositing where directed at a level not exc 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge.

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