RE-CONSTRUCTION OF HIGH SECURITY BOUNDARY WALL INCLUDING DEMOLITION AT SITE A NAVAL BASE KARWAR

Amount

Drilling of bore hole of diameter 100/150mm in any soil strata upto 10 metre depth and including standard penetration test at every 1 metre depth intervals and every change of strata in bore hole and conducting SPT and all necessary lab tests as per IS 2132:1972 complete including calculation of SBC, recommendation of foundation depth and type, mobilization of tools and equipment, submission of report, etc., all as specified and directed by Engineer-in-Charge.

Drilling of bore hole of diameter 100mm in any soil strata upto 20 metre depth and including standard penetration test at every 1 metre depth intervals and every change of strata in bore hole and conducting SPT and all necessary lab tests as per IS 2132:1972 complete including calculation of SBC, recommendation of foundation depth and type duly supported with complete pile details and their vertical, lateral and uplift capacity, mobilization of tools and equipment, submission of report, etc., all as specified and directed by Engineer-in-Charge.

M & L for Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil complete, all as specified and as directed by Engineer-in-Charge.

M&L for Rough excavation not exc.1.5 m deep and getting out in hard/ dense soil and complete all as directed.

M&L for removing excavating soil to a distance exc 500 mtr and not exc 1.50 km and deposited where directed

M&L for spreading, levelling & watering in layers n. exc 30 cm thick, watering and ramming/ rolling and finishing to required size, shape etc. complete all as directed.

Felling of trees exc 30cm girth and not exceeding 100cm girth including cutting of trunks and branches and stacking of servicable materials and disposal of unservicable materials to a distance n exc 50m and cleaning site, all as specified and directed by Engineer-in-Charge

Felling of trees exc 100cm girth and not exceeding 150cm girth including cutting of trunks and branches and stacking of servicable materials and disposal of unservicable materials to a distance n exc 50m and cleaning site, all as specified and directed by Engineer-in-Charge

Grubbing up tree trunk exc 30 cm girth and not exc 100cm girth and cutting of trunk portion protruding over ground, digging out routs, filling holes and levelling of ground, stacking of servicable material and removing of unservicable materials to a distance n exc 50m and clearing of site etc. and complete all as specified and directed.

Grubbing up tree trunk exc 100 cm girth and not exc 150cm girth and cutting of trunk portion protruding over ground, digging out routs, filling holes and levelling of ground, stacking of servicable material and removing of unservicable materials to a distance n exc 50m and clearing of site etc. and complete all as specified and directed. Notes for Item Nos 7 to 10 : Before cutting of trees, the contractor has to deposit the requisite amount including all taxes as applicable during the period of cutting of trees in favour of DEO Karanja Circle, Karwar or RFO, Karwar Range as per State rules. Permission to take possession of trees and accordingly its disposal shall be given only after payment as mentioned above. The timber thus obtained shall become the property of Contractor and shall be removed by contractor for site clearance at his own cost. The contractor shall himself liaise with DEO/ DFO and local Naval Authorities regarding obtaining permission for cutting of trees and its disposal and no extension of time shall be granted on this ground. The rates quoted above are inclusive of above provision and no claim whatsoever shall be applicable at any stage.

Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc., complete., all as specified and directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for as directed by Engineer-in-charge.

Dismantling structural steel work including doors, gates but excluding framed trusses, etc,, and all as specified and directed by Engineer-in-Charge.

S & F for Mild Steel confirming to grade Fe-290 Gde E-165 framed brackets fixed independently including cutting and bending to shape as directed, drilling holes, notching for wire, etc., complete all as specified and directed.

M & L for preparing new surfaces of iron and steel removing existing treatment and applying one coat of red oxide zinc crime primer and two coats of epoxy anticorrosive paint over 10cm of girth, complete all as specified and directed by Engineer-in-Charge

S & F, Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacings and straining bolts, including, securing and tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc., as directed (each line wire to be measured separately) etc., complete all as specified and directed by Engineer-in-Charge

S&F for 600mm dia circle concertina coil hot dip galvanised coated with anitcorrosive paint including 125 to 127 clips per coil, 50 circles of wire in each coil, length coverage not less than 6m and weight not less than 8.5kg per coil stud tied with GI clips and GI staples, including necessary bolts/pins/ GI barbed wire tied to angle iron brackets of fencing and core wire having minimum wire dia of 2.59mm and tensile strength of 1620 N/sqmm with Reinforced Barbed Tape (RBT) complete as per directions of Engr-in-charge

S & F for plain mild steel wire 3.15mm dia galvanised class 3, in fencing including straining bolts and fixing including securing with and provision of galvanised iron tying wire, galvanised staples or steel pins etc complete as specified and directed by Engineer-in-Charge.

M& L for excavation over areas, n.exc 1.5m deep and getting out in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge.

M & L for excavation over areas not exceeding 1.5m deep and getting out in Hard / dense soil all as specified and directed by Engineer-in-Charge.

M&L for excavating in post holes (or similar holes) in hard dense soil each n exc 0.5 cu.m, getting out , returning filling in and ramming earth or broken rubbled mixed with earth around, in layers not exceeding 25 cm in hard/dense soil, all as specified and directed by Engineer-in-Charge

M & L for plain cement concrete (1:4:8), type D2 using 40mm graded stone aggregate as in foundations, filling & mass concrete complete, all as specified and directed by Engineer-in-Charge.

M/L for PCC (1:2:4), type-B2 using 40 mm graded stone aggregate as subbase concrete of 75mm thickness, all as specified and directed

M & L for PCC (1:2:4), type-B2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete, all as specified and directed by Engineer-in-Charge.

M & L for hard core of broken stone or boulders of gauge n.exc. 63mm deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface complete, all as specified and directed by Engineer-in-Charge.

M & L for Pre-cast cement concrete block type C1, 1:3:6 (using 20mm graded aggregate) masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:6), complete all as specified.

M & L for rendering 15mm thick with cement mortar 1:6 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

M & L for applying two coats of cement base paint over a coat of primer coat including preparation of new plastered surfaces complete all as specified and directed by Engineer-in-Charge.

M & L plain cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in coping, parapet, slightly rounded on edges, etc., complete all as specified and directed by Engineer-in-Charge.

S & F, machine pressed precast concrete interlocking paver blocks any shape and size double glossy and coloured confirming to IS 15658-2006 of 60mm thickness, M-35 grade complete all as specified and directed by Engineer-in-Charge.

M & L for sand filling under floors including watering and consolidation, complete, all as specified and directed by Engineer-in-Charge.

Supply & Laying, reinforced concrete pipes, class NP2, bore of pipe 450mm, laid & jointed complete with collars, all as specified & directed by Engineer-in-Charge.

M & L for form work to faces of walls, retaining walls, parapets and similar work, etc in rough finished flat surfaces of concrete all as specified & directed by Engineer-in-Charge .

M & L for removing excavated material exc. 50 m but n.exc. 100 m and depositing where directed at any level as in soil as directed by Engineer-in-Charge.

M & L for excavation over areas exc. 1.5m depth but not exceeding 3m deep and getting out in hard/dense soil all as specified and directed by Engineer-in-Charge.

M & L for rendering 15mm thick with cement mortar 1:4 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

M & L for RCC (Design Mix) M-30 Grade Concrete as in Pile Caps, etc., complete all as shown on drawings, specified and directed by Engineer-in-Charge.

M & L for RCC (Design Mix) M-30 Grade Concrete as in Foundations, including rafts, footings, foundation beams, plinth beams, basement slabs and mass concrete complete, all as specified and as directed by Engineer-in-Charge.

M & L for RCC (Design Mix) M-30 Grade Concrete as in Columns, pillars, piers posts and struts complete, all as specified and as directed by Engineer-in-Charge.

M & L RCC (Design Mix) M-30 Grade Concrete as in beams, bands, coping, etc., complete, all as specified and as directed by Engineer-in-Charge.

M & L for flat 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 for rough finished surfaces of concrete complete, all as specified and as directed by Engineer-in-Charge.

M & L for flat formwork to sides of pillars, posts, struts, piers, columns and stanchions in rough finished surfaces of concrete, complete, all as specified and directed by Engineer-in-Charge

M & L for flat formwork to edges of concrete flats, openings in concrete walls, floors n.exc. 10cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc. 5cm but not exc. 10cm wide in rough finished surfaces of concrete, complete, all as specified and directed by Engineer-in-Charge.

M & L for CRS TMT (500D) bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to TMT bars complete, all as specified and as directed by Engineer-in-Charge.

M & L for CRS TMT (500D) bars 8mm dia and over, cut to length, bent to shape required, bending spirally and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to TMT (500D) bars for the stirrups complete, all as specified and as directed by Engineer-in-Charge.

S & F for Structural steel, rolled section such as joist, beam, channel, angle, tee in available lengths fixed independently without connecting plates conforming to Fe 410-W (Gde-E-250) quality-A complete, all as specified and directed by Engineer-in-Charge.

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

Fabrication and Erection fixing only rolled mild steel in joist, channel, angle or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e., within 20mm of the length indicated) conforming to Fe 410-W (Gde-E-250) quality A, complete and all as specified and directed by Engineer-in-Charge.

M & L framed work as in gates of angle or other section with gusset plates, rails, braces etc., complete, drilled for fixing of steel gate, etc., to be prepared for hanging hooks and hinges or steel hanging gate fittings and hanging; also fastening and fixing complete, all as specified and directed by Engineer-in-Charge.

S&F for rebar of 12mm dia reinforcement bar in existing concrete surface by inserting reinforcement bar with epoxy based suitable bonding compound of HILTI or equivalent make (Hit-re-500 of HILTI or equivalent make) for interconnection of new RCC structure with existing RCC structure, depth of drilled hole should be suitable to develop maximum recommended strength as per approved manufacturer’s recommendation, all as specified and directed by Engineer-in-Charge. Notes:- 1) Rate includes supply of all materials including bonding chemicals, T&P required to execute the work, cost of all labour, transportation of chemical, staging to reach work place etc. 2) Random pull out non destructive test as directed by Engineer-in-charge shall be conducted to ensure strength of bond and same is included in this item. 3) Reinforcement bar shall be paid separately under relevant item.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire, complete and all as specified and directed by Engineer-in-Charge.

S & F for Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm 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.

Labour for fixing Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa (except sheeting) as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Fabrication, Manufacturing & Transportation of Precast RCC elements of M30 grade design mix concrete (i) Fabrication and manufacturing of precast concrete element such as foundation as per approved drawing, manufactured in controlled factory environment with approved methodology including moulds, mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS:11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer in-Charge (ii) Cost of steel for reinforcement shall be paid separately under relevant item). (iii) Transportation of Precast RCC Elements from casting yard to site of work by suitable Truck/Trailor with proper accessories, including the cost of loading, unloading & stacking at site with the help of required capacity cranes. (iv) The rate is inclusive of all ingredients i.e. cement, sand, aggregate, admixtures, water etc. including handling, batching, mixing, transporting, placing and vibrating of concrete, curing, scaffolding, shuttering, formwork, mould, staging etc. with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete as required and directed by Engr-in-Charge. Notes:- 1) No payment shall be made for damaged Precast elements. 2) 70% payment shall be made when PSC elements reach to site and balance 30% payment shall be made after erection & placement in position. 3) Incase of change of size of precast RCC element, payment shall be adjusted on volumetric basis. 4) Casting will not be allowed inside MoD land.

(i) Precast RCC Foundation 1390mm X 910mm X 750mm as per drg.

(ii) Precast RCC Foundation 1390mm X 1245mm X 750mm as per drg.

Fabrication, Manufacturing & Transportation of Precast Prestressed Concrete elements such as in Panels & Columns of M45 grade design mix concrete (i) Fabrication & manufacturing of Prestressed Concrete (Pre-tensioned) elements such as panel, column etc. as per approved drawing in Controlled Factory Environment with approved methodology by using long line casting method. Concreting should be done by batch mixing plant with capable of producing zero slump concrete, transported through mechnical arrangement & layed on the bed, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in PSC element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per drg and the direction of the Engineer-in-charge. (ii) Cost of HTS wires shall be paid separately under relevant BOQ item. (iii) Transportation of Precast PSC Elements from casting yard to site of work by suitable Truck/Trailor with proper accessories, including the cost of loading, unloading & stacking at site with the help of required capacity cranes. (iv) The rate is inclusive of all ingredients i.e. cement, sand, aggregate, admixtures, water etc. including handling, batching, mixing, transporting, placing and vibrating of concrete, curing, scaffolding, shuttering, formwork, mould, staging, lifting arrangement as per approved drawing etc. with all lead and lift with contractor's own labour, tools & plants machineries all taxes etc complete and all as specified by Engr-in-Charge. Notes:- 1) No payment shall be made for damaged Precast elements. 2) 70% payment shall be made when PSC elements reach to site and balance 30% payment shall be made after erection & placement in position. 3) Incase of change of size of precast RCC element, payment shall be adjusted on volumetric basis. 4) Casting will not be allowed inside MoD land.

(i) Precast PSC Panel 2770mm X 600mm X 80mm as per drg.

(ii) Precast PSC Panel of size 2770mm X 450mm X 80mm as per drg.

(iii) Precast PSC Column (H-Section) of size 3525mm X 310mm X 290mm with grooves as per drg.

M & L in position 7mm Dia HTS Indented wires with UTS of 1470 MPa confirming to IS-6003 for manufacturing of Prestressed Concrete element by using mechanical pulling arrangement like Rabbit/Bed master including all accessories for stressing & destressing operations as per approved make etc, complete all as per drawings and directions of Engineer-in- charge. Note: The rate is inclusive of all labour, materials including, cutting, pulling arrangement, machineries, tools & plants, etc. complete. Payment will not be made for any wastages.

(i) Precast PSC Panel 2770mm X 600mm X 80mm as per drg.

(ii) Precast PSC Panel of size 2770mm X 450mm X 80mm as per drg.

(iii) Precast PSC Column (H-Section) of size 3525mm X 310mm X 290mm with grooves as per drg.

(i) Precast RCC Foundation 1390mm X 910mm X 750mm as per drg.

(ii) Precast RCC Foundation 1390mm X 1245mm X 750mm as per drg.

M&L for grouting of Precast Prestressed concrete Column with RCC Foundation as per approved drawing with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing/pump), curing etc. complete all as per drgs and directions of Engineer-in-charge. Note:The rate is inclusive of all labour, tools & plants, all materials including approved quality of nonshrink cementious grout of M60 grade, aggregates, all machineries, placing in position, etc., complete in all respects. Payment will not be made for any wastages.

S & F, framed work such as grills, gratings, etc., with ends of bars shouldered and/or forged in to spikes; framed guard bars and similar work conforming to Fe-290 (Grade E-165) etc., all as specified and directed by Engineer-in-Charge.

M & L for prepartion of new surfaces of iron and steel, priming with red oxide, zinc chrome primer and two coats of Black Japan paint over 10cm in width or girth not otherwise described, complete, all as specified and directed by Engineer-in-Charge.

M & L for broken glass coping using glass (of bottle or thick glass) broken to approximately 63 mm guage, firmly embedded at the rate 10Kg of glass per sqm in rendered surface of 25mm thick layer in cement mortar (1:3), jogged edges of the glass being left projecting, complete, all as specified and directed by Engineer-in-Charge.

Demolition of Cement Concrete (unreinforced) of any description in footings and in any position not otherwise specifically provided for complete, all as specified and directed by Engineer-in-Charge

Dismantling Cast iron work of any description, complete, all as specified and directed by Engineer-in-Charge

Dismantling Corrugated steel sheeting, any guage, thickness in any position and all as specified and directed by Engineer-in-Charge

M & L for complete Integrity Test on 300mm dia pile in accordance with IS provisions including all necessary arrangements providing and setting up all necessary accessories and equipments carrying out the prescribed test as required/specified under the expert supervision, noting the result, taking out the accessories and equipment on completion of test, submitting the result in soft and hard copy in quintuplicate, all as directed by Engineer in Charge

M & L for complete High Strength Dynamic Load Test using capwac analysis as per ASTM4945 and IRC 78 on 300mm dia pile in accordance with IS provisions for Initial Test including all necessary arrangements providing and setting up all necessary accessories and equipments carrying out the prescribed test as required/specified under the expert supervision, noting the result, taking out the accessories and equipment on completion of test submitting the result in soft and hard copy in quintuplicate all as directed by Engineer in Charge

M & L complete for High Strength Dynamic Load Test using capwac analysis as per ASTM4945 and IRC 78 on following dia pile in accordance with IS provisions for Routine Test including all necessary arrangements providing and setting up all necessary accessories and equipments carrying out the prescribed test as required/specified under the expert supervision noting the result, taking out the accessories and equipment on completion of test submitting the result in soft and hard copy quintuplicate all as directed by Engineer in Charge

M&L for boring / drilling in to any strata other than hard rock for 300mm dia cast-in-situ piles by DMC method using bentonite slurry wherever required for stabilization of pile using drilling by any other method as required and getting out the soil and disposal of spoil outside MD land including erecting pilling equipment of any type complete with all accessories, centering in position and removing on completion of each pile, including flushing of pile bore, cleaning, complete all as shown on drawings, specified & as directed by Engineer in Charge.

M&L for boring/drilling into hard rock lowering upto non-collapsible strata for 300mm dia cast in situ piles by DMC method using bentonite slurry wherever required for stabilization of pile using drilling by any other method as required and getting out the soil and disposal of spoil outside MD land including erecting pilling equipment of any type complete with all accessories, centering in position and removing on completion of each pile, including flushing of pile bore, cleaning, complete all as shown on drawings, specified & as directed by Engineer in Charge.

M & L for RMC M30 design mix concrete and Tremie Concreting as per IS 456 of 2000 in piles cast in situ piles of 300mm dia of any length using tremie pipe concrete method including cutting and knocking down waste concrete complete all as shown on drawings, specified and directed by Engineer-in-Charge. Note : RMC will be measured and paid from cut off level and rate quoted shall be inclusive of cutting and knocking of RMC waste above cut off level

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

Excavating in trenches, n exc. 1.5m wide and n exc. 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in hard / dense soil, complete, all as specified and directed by Engineer-in-Charge.

M & L for walling of random rubble, uncoursed or brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete, all as specified and directed by Engineer-in-Charge.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n. exc 20mm in granite stone, complete, all as specified and directed by Engineer-in-Charge.

M & L for rendering 15mm thick on stone masonry surfaces in cement plaster (1:4), finished even and smooth (without using extra cement) complete, all as specified and directed by Engineer-in-Charge.

M & L for boulder pitching, laid dry, hand packed tightly in slope, complete, all as specified & directed by Engineer-in-Charge.

Supply only Chain link MS galvanised fencing, of any size or type and all as specified and directed.

M & L for RCC Design Mix M-30 Grade Concrete as in slabs, supported on wall, complete, all as specified and as directed by Engineer-in-Charge.

M & L for flat formwork to sides and soffits of floor or roof beams, etc in rough finished surfaces of concrete, complete, all as specified and directed by Engineer-in-Charge

M & L for flat formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping) in rough finished surfaces of concrete, complete, all as specified and directed by Engineer-in-Charge

M & L for rendering 15mm thick in two layers (10mm+5mm) with cement mortar 1:4 using WPC @ 3% by weight of cement on fair faces of block masonary surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

S & F for stairs (framed) including stringers, treads, landing, balusters, hand rails, etc, including cleats, brakets, sheeting or other covering, running rails and guiders, fastening and fixing conforming to Fe 410-W (Gde-E-250) quality A, complete and all as specified and directed by Engineer-in-Charge.

M & L for flat formwork to edges of concrete flats, openings in concrete walls, floors n.exc. 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc. 10cm but not exc. 20cm wide in fair finished surfaces of concrete, complete, all as specified and directed by Engineer-in-Charge.

EXTERNAL ELECTRIFICATION

Supply and fix double wall corrugated, High Density Polymer Ethyl pipe for laying of Electric cable of size 63mm outer dia and 50mm inner dia with IS 14930 (Part 2) : 2001 laid in trenches, wall, floor, pole including bends, sockets and other connected accessories, complete all as specified and directed by Engineer-in-Charge. Make : Dura Line/Tijaria/Telerex ( for 25 sqmm cable)

M & L for unwashed Sand cushioning to under ground cable provided with a layer of 8 cm deep before laying and 15 cm covering above the top edge of cable after laying complete all as specified. Note : Measurement shall be done after punning down of sand. ( for 50 sqmm cable)

Supply and laying, un-reinforced precast concrete cable cover, IS marked, factory made, Class LV, Type-1, flat, size 250mm x 150mm x 40mm, complete, all as specified and directed by Engineer-in-Charge. Make-MehtabTiles(Indore)/Hind Mosaic(Upleta) ( for 50 sqmm cable)

Supply & Laying Steel tubing, GI light grade of bore of tube in 80mm with all fittings for cable protection passing under road/floor or for fixing to poles all as specified and as directedby Engineer-in-Charge. Make - ITC / JINDAL /ZENITH/TATA/ PRAKASH SURYA

Supply & Laying Steel tubing, GI light grade of bore of tube in 50mm with all fittings for cable protection passing under road/floor or for fixing to poles all as specified and as directedby Engineer-in-Charge. Make - ITC / JINDAL /ZENITH/TATA/ PRAKASH SURYA

Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 Mpa working pressure, complete, all as specified and directed by Engineer-in-Charge.

Supply, laying and testing of XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 25sq mm 4 core. Make -Havells/Polycab/Finolex/CCI

Supply, laying and testing of cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 50 sq mm 3.5 core. (For S>S / nearest LT panel to proposed nearest security light panel) Make -Havells/Polycab/Finolex/CCI

Supply and fix Hot dip galvanised Iron octagonal pole of height 7 metres minimum galvanising of 70 microns, top 70 mm, bottom 130 mm and 3 mm sheet thickness in single section without any weld joints with square plate of minimum dimensions 225x225x12 mm, foundation bolts of size M-24x750 mm long - 4 nos, single arm GI bracket of 900x1000 mm for mounting the light fitting at an angle of 120 degree, backelite sheet with one 6 A SP MCB and 16 mm stud type connectors -04 nos inside the pole at the door opening for cable connections, common templates minimum 01 for each 15 poles, all fixed and bolted on and including suitable RCC pedestal of minimum size 0.4mx0.4mx1.4m including form work as per manufacturers design & Drawing recommendations and specifications all as specified and directed by Engineer-in-Charge Mast and pole shaft shall be as per BSEN 10025,IS 5986, ASTM A572 , Galvanization as per IS-4759/2629 Make of pole- Bajaj / Jindal /Crompton

Supply and fixing, Finless design LED street light 60 watt with pressurised die-cast housing LM6 alloy with IP66 protection and polycarbonate cover with IK07 impact resistance, 10kV external surge protection, L70 life of 50000 hours and designed to operate from -10 to +45 degree Celsius, system efficacy to be 120Lm/w with system lumen of 8400 (+/- 1%) lumen output. Protection: High voltage cut off & restart @ 320V +/- 15V and phase to phase 440V protection for 8 hrs is mandatory. The luminaire should have CRI 70.The driver should be potted to protect against moisture. Make: Philips / GE/ Osram/ Ligman/ Havells /Crompton

Supply and fix, time switches astro type (having longitude and latitude of Indian cities in memory) 250 V, single phase of 32 Amp rating including MCB TPN 32 Amps- 1 no and 3 phase contactor 40 amps - 1 no fitted in LT panel board, out door type, Degree of Protection Ip55/66, Ip Rating Ip55, Operating Voltage 440, dimension 450x300x150. Fabricating supplying and mounting 3mm thick CRCA sheet , weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangement with suitable size clamps with necessary cable entry hole with gland and box should be finished, type of Control Panel 3 phase including all accessories, complete, all as directed and specified. Make : L & T, indo Asian,

Supply and fix of CS mounted high intensity LED search light, long range, manually swivel in all directions, 250 W, beam range 700 meters, Single, LED Efficiency > 140 lm/w, PF > 0.95, CCT 5500K - 6500K, Optical grade PMMA/PC lens/reflector efficiency > 95%, multiple circuit to avoid complete run-down, anti UV, narrow beam 5 degree, die cast LM6 body with air fins, powder coated, constant current, average lux at 5 meter - 15000 with circle of approx. 600 mm, working temp : -20 to +60 degree C, input Volt 150-270 V, 50 Hz, P.F. > 0.95, IP-65, confirming to LM79/LM80 as per IS : 10322/ IS: 13383. The stand of this search light should be suitable for fixing on railing/platform of watch tower or other plain surface. It is made by steel and suitable for manual rotation of the light on the horizontally (more than 360 degree) and vertically (more than 45 degree) with provision of both locking arrangement at desired position. Make : Kalin, Cat Part No - CS-LRFLL25-PC25 or equivalent as approved by GE.

M & L for point wiring with PVC insulated unsheathed FRLS stranded copper conductor cable of size 2.5 Sq mm, with PVC insulated unsheathed stranded copper conductor cable of size 2.5 Sq mm stranded for earth continuity wire, to be drawn in and including, PVC medium grade conduit not less then 25 mm dia. concealed in walls/roof/floors with MS sheet metal sunken modular switch/Terminal box 1.2 mm thick and Modular plate and brass screws with cup washers all as directed and specified Note : Rate is inclusive of Cutting/chases of wall/floor/ceiling Make -Havells/Polycab/Finolex

S &F earth enclosure with 2 pin earth plug socket complete with MCB SP 20/25 amp, flush mounting type, complete, all as specified and directed by Engineer-in-Charge Make -Havells/Anchor/Legrand/ABB/L&T

Earthing complete with galvanized steel earth plate electrode 600mm x600 mm x 6mm buried directly in ground vertically to a depth not less then 2.25m below normal ground level with top edge of the plate not less than 1.50m below normal ground level, connected to galvanized earth wire 4mm dia by means of bolts, nuts, check nuts and washers, complete upto and including test point made out of 40 x 6mm aluminum flat including earthing pit, charcoal common salt, earth wire 4 mm dia up to 7.5m, 20mm dia medium grade GI watering pipe, GI protection pipe 15mm dia up to 7.5m long, PPC pit in PCC 1:2:4 type B-1 using 20 mm graded stone aggregate, PCC pit cover including earth work, complete all as shown in electrical plate of SSR-2009 (Part-I)

Supply & fix in repair PVC insulated and sheathed copper multi-stranded cable three core 1.5 sqmm, heavy duty through or on pole connecting to cable looping box of street light fitting all as specified & directed by Engineer-in-Charge. Make -Havells/Polycab/Finolex

Material and labour for straight through Cable jointing kit for 1.1 KV (Earthed) grade cable for indoor termination cold shrink type joint complete with jointing material and accessories suitable for 3.5 core XLPE armoured aluminium conductor cable of size 25 sqmm to 50 sqmm all as specified & directed by Engineer-in-Charge. Make : Raychem St Jt Kit No. RLVJ-S1 or equivalent as approved by GE

Material and Labour for MCCB 4 Pole, 415 V, fixed type, 63 Amps with breaking capacity 16 KA with & incl sheet metal enclosure with fabrication of suitable size all as specified & directed by Engineer-in-Charge. Make : L&T/ABB/Ligrand Make of Sheet Metal Enclosure: L&T Cat No. CM909960000 or equivalent of ABB/Ligrand

Indus Projects Private Limited

GOPAL TEKNOCON PRIVATE LIMITED

Ramshree Global Constructions Pvt. Ltd

B D Raizada Projects Pvt Ltd

M/S Shiv Shakti Enterprises

DAS Offshore Engg. Pvt. Ltd.

C R R CONSTRUCTIONS

RDS PROJECT LTD