ADDITION/ALTERATION TO EXISTING ROAD AT MIRC AHMEDNAGAR

Amount

B/R Items

Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and as directed by Engineer-In-Charge.

Demolition of precast cement concrete solid blocks /kerb stone/stone masonry built in CM inclduing all quoins, arches, pillars etc. complete all as specified and as directed by Engineer-In-Charge.

Dismantling of mild steel work for any description not otherwise provided for etc. complete all as specified and as directed by Engineer-In-Charge.

Dismantling of plain or corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern etc complete all as specified and as directed by Engineer-In-Charge.

Demolition of stone sett paving of any description or thickness set in cement and lime mortar complete all as specified and as directed by Engineer-In-Charge.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for etc complete all as specified and as directed by Engineer-In-Charge.

Dismantling of tiles of any description or thickness set in cement and lime mortar in floors, aprons etc complete all as specified and as directed by Engineer-In-Charge.

Surface dressing not exceeding 15 cm deep in soft/loose soil including clearing all grass vegetation, saplings, shrubs, brush woods under growth roots and trees not exceeding 30 cm grith (measured 1 metre above ground level) and removing spoil etc to a distance of 50 metres outside the premises of the area complete all as specified and as directed by Engineer-in Charge.

Surface excavation not exceeding 30cm deep & averaging 15cm deep & getting out in soft/ loose soil including clearing all grass, vegitation, sapplings, shurbs, brush woods and removing spoil etc to a distance of 50 metres outside the premises of the area complete all as specified and as directed by Engineer-in Charge.

Excavation over areas not exceeding 1.50 m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-In-Charge.

Excavation over areas, not exceeding 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed by Engineer-in Charge.

Excavation in trenches, not exceeding 1.50m wide and 1.5m in depth, for foundation, etc not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/ loose soil complete all as specified and as directed by Engineer-In-Charge.

Excavation in trenches, not exceeding 1.50m wide and not exceeding 1.5m in depth, for foundation, etc not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in hard/dense soil /bituminous road/ hard standing complete all as specified and as directed by Engineer-In-Charge.

Excavation in trenches, not exceeding 1.50m wide and not exceeding 1.5m in depth, for foundation, etc not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed by Engineer-In-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm hard/ dense soil complete all as specified and as directed by Engineer-In-Charge.

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

Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point (Soils) complete all as specified and as directed by Engineer-In-Charge.

Removing excavated material exceeding 50m but not exceeding 250m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in Charge.

Removing excavated material exceeding 250 m and not exceeding 500 m and depositing where directed at a level not exceeding 1.5m above the starting point (Soils) complete all as specified and as directed by Engineer-In-Charge.

Material and laying of moorum/red bajri filling and forming embankments raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape etc. not exceeding 1.5m high from base complete all as specified and as directed by Engineer-in Charge.

M & L for 200mm thick (compacted thickness ) Granular Sub Base (GSB) of grade I as per table 400-I of MORT&H, IRC specification laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tonnes power roller and vibratory roller complete as per MORTH specification clause-401 including all tools and plants etc complete all as specified and as directed and to fill gaps/voids by fillers as approved by GE.

M&L for 250 mm thick (compacted thickness) Wet Mix Mecadam (WMM) in two layers as per MORT&H specification, using crusher broken graded stone aggregate laid with mechanical paver ,rolled and compaceted to required gradient and camber with 8 to 10 tonnes power roller and vibratory roller complete all as specified and as directed and to fill gaps/voids by fillers as approved by GE,.

Preparing WMM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc by cleaning the WBM/WMM surface with power compressor and applying evenly priming/tack coat with bituminuos primer of VG-10 grade paving bitumen @ 7.5 kg/X Sqm complete all as specified and as directed by Engineer-In-Charge.

M&L for 75mm or less compacted thickness premixed bituminous macadam laid, spread using mechanical paver with 4% binder content by weight of total mix, using paving bitumen binder of grade VG - 30 grade by weight of total mix, rolled and compacted to required gradient and camber using power roller of capacity exceeding 8 tonne but not exceeding 12 tonne complete all as specified and as directed by Engineer-In-Charge.

Note for Item No.27.0:- (i) The actual binder content for BM used shall be as per optimised content based on job mix formula approved by CWE irrespective of whatever indicated in BOQ. (ii) Price adjustment shall be done on MINUS side only @ Rs. 33000/- per MT ( without considering the permissible tolerence on minus side ) with reference to binder content indicated in BOQ. (iii) No price adjustment for Bitumen shall be done for variation on plus side

M&L for preparing newly laid bitumenous mecadam black top surfaces by brushing with wire brushes for removing cake muds etc sweeping with broom & finally fanning the cleaned surface with gunny bags to remove all loosed dirt etc and aplying a priming/tack coat of paving bitumen VG-10 grade paving bitumen @ 03 kg /Xsqm complete all as specified and as directed by Engineer-In-Charge.

M&L Bituminous premix Semi-dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.50% binder (paving bitumen) of grade VG - 30 content by weight of total mix by using mechanical paver and vibratory roller, spread, rolled and compacted to required chamber and gradient and complete all as specified and as directed by Engineer-In-Charge.

M&L Bituminous premix Semi-dense Asphaltic concrete (SDAC) 30 mm consolidated thickness with 5.50% binder (paving bitumen) of grade VG - 30 content by weight of total mix by using mechanical paver and vibratory roller, spread, rolled and compacted to required chamber and gradient and complete all as specified and as directed by Engineer-In-Charge.

Note for Item No.30 & 31:- (i) The actual binder content for SDAC used shall be as per optimised content based on job mix formula approved by CWE irrespective of whatever indicated in BOQ. (ii) Price adjustment shall be done on MINUS side only @ Rs. 33000/- per MT (without considering the permissible tolerence on minus side ) with reference to binder content indicated in BOQ. (iii) No price adjustment for Bitumen shall be done for variation on plus side

Repair to pot holes any depth area not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scouring sunken surfaces in roads, path etc cutting edges at least 25mm depth and making good by applying tack coat with paving bitumen VG 10 @ 5 Kg per 10 Sqm and putting in premixed bituminous macadam well ramming and sealed with binder @ 9.80 Kg mixed with 0.09 Cum, of stone chippings 6.3mm size per 10Sqm and again well rammed incl supply of premixed macadum, binder and chippings, depth of pot holes exceeding 30mm thick complete all as specified and as directed by Engineer-In-Charge.

M&L Prepairing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying a priming/tack coat of paving bitumen grade VG - 10 @ 5 Kg /10 Sqm complete all as specified and as directed by Engineer-In-Charge.

M&L for PVC pipes of 110mm bore including fittings, fixed in masonry wall as in spouts/weep holes etc complete all as specified and as directed by Engineer-In-Charge.

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

M & L for Precast cement concrete solid block masonry with precast cement concrete type C-1 (using 20mm graded coarse stone aggregates) exceeding 10cm width, set in cement mortar (1:6) complete all as specified and as directed by Engineer-In-Charge.

M&L for RCC Hume pipe 450mm dia class NP-3 with collars laid on concrete base as in culverts complete all as specified and as directed by Engineer-In-Charge.

M & L for cement concrete type C-1 1:3:6 (using 20mm graded stone aggregate) as in coping including weathering, slightly rounded or chmfered angles and throating complete with and including form work all as specified and as directed by Engineer-In-Charge.

M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 complete all as specified and as directed by Engineer-In-Charge.

M&L for preparing new plastered surfaces and applying Two coats of cement base paint over a coat of alkali primer on surfaces of walls all as specified and as directed.

M&L for 100 mm thick PCC 1:4:8 type D-2, using 40mm graded stone aggregate, as in sub base of floor complete all as specified and as directed by Engineer-In-Charge.

M&L for Machine pressed glossy type finished, pre-cast cement concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and no pigment laid over and including 25mm thick crushed stone sand cushioning complete all as specified and as directed by Engineer-In-Charge.

M&L for road marking paint 2.0mm thick of centre lines, stop lines, dashes, arrows, brackets and similar work etc on roads surface, pavements as per IRC patterns etc complete with hot applied thermoplastic road marking paint of approved make (white or yellow pattern) and mix with 8% mica sign special applicator machine complete and traffic diversion arrangement complete all as specified and as directed by Engineer-In-Charge.(Make; Asian Paints/Berger Paints/Shalimar)

S&F ABS body Road cat eyes white/green/yellow having dual direction (both sides) of size 100mm x 100mm x18mm road stud ABS body confirming to IRC-67-1977 having load capacity of 40 tonne with visibility 800mtr and reflection on both sides filled with Epoxy,Quartz & sand with PMMA lens complete all as specified and as directed by Engineer-In-Charge.(Make : Siddhi Vinayak Enterprises, / Road Safety Mark / 3M / Dark Eye / Alaxius)

S&F Solar powered Road studs size 125x125x25mm with shank of 56.80mm made from aluminium alloy and PC construction, solar powered by nionocrystal solar panel and type of battery high capacity Ni-Cd rechargeable battery, as view distance Apprx 1000 mtrs. LEDs-10mm, 3 pieces on each sides and total 6 pieces, are used for high brightness of colours with 12 hours of continues lighting at night (with 1 year warranty aganinst any manufacturing effect) available in colour Red, Amber, Green as approved by GE complete all as specified and as directed by Engineer-In-Charge. (Make : Siddhi Vinayak Enterprises, / Road Safety Mark / 3M / Dark Eye / Alaxius).

M&L for delenators of size 700 x100x50mm made of ABS round body fitted with two nos 100mm dia highly reflective reflectors,duly UV stablized , in yellow colour ,provided with Test Certificate from CRRI New Delhi,mounted on MS pipe 50mm dia , provided with anti theft net .One MS plate 2mm thick of size 250x75mm is duly welded on deleneator .The Plate shall be fully reflectorised with Hi-Intensitty Retro -reflective sheeting of white colour .It shall be provided with 2 Nos diagonally red srips of 40mm duly reflective painted complete all as specified and as directed by Engineer-In-Charge. (Make shall be approved by Engineer-In-Charge)(Make of delenators : Siddhi Vinayak Enterprises, / Road Safety Mark / 3M / Dark Eye / Alaxius).

M & L Stone sett flooring with stone setts of size 200 to 250 mm long, 150 to 200 mm wide and 150 mm in deep and sides dressed bedded in CM 1:3, 20mm thick, joints grouted in CM 1:2 with an admixture of metallic hardener 5% weight of cement and struck flush over and including 100mm thick PCC type D-2 1:4:8 over 150mm thick hardcore of gauge exc 63mm but not exc 100mm, spread and levelled and rammed including watering, complete all as specified and as directed by Engineer-In-Charge.

M&L for providing cement concrete Type B1 1:2:4 (20 mm graded stone aggregate) as in aprons, roof kerbs or mud stops, or other similar bands, plinth course, string course, lacing course, copings, kneelers, apex stones, bed plates, kerbs, water trought & the like including weathering, slightly rounded or chamfered angles & throating etc complete all as specified and as directed by Engineer-In-Charge.

M&L for 75 mm thick precast cement concrete covers slab at aprons for spout pipes similar articles with plain faces in type B1 1:2:4 (using 20mm graded stone aggregate ) set in CM 1:4 etc complete all as specified and as directed by Engineer-In-Charge.

M&L for precast cement concrete in type B1 1:2:4 (using 20mm graded stone aggregate) as in anchorage blocks, edging with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match in CM 1:4 etc complete all as specified and as directed by Engineer-In-Charge.

S & F Mild steel TMT bars 8mm dia to 10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming IS etc complete all as specified and as directed by Engineer-In-Charge.

M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM 1:4 complete all as specified and as directed by Engineer-In-Charge.

M & L Providing cement concrete type B-0, 1:2:4 using 12.5 mm graded aggregates as in surface chennel and drain complete all as specified and as directed by Engineer-In-Charge.

M & L for Rendering 10mm thick on fair faces of brick work or concrete surfaces (internal portion) with CM 1:6 finished even & smooth without using extra cement complete all as specified and as directed by Engineer-In-Charge.

Note :- Photo grapic, video graphic and documentary evidence of all important stages of the work and various testings carried out to be to be kept on record.

E/M Items

Material and Labour for cutting the existing bituminous road / PCC Hard Standing upto 75cm in depth, 60cm in width and getting out excavated materials making good the damaged portion after laying of pipes by returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick and PCC 1:2:4 type B1 using 20mm graded stone aggregate upto 30cm depth from top of the road all as specified and directed.

Mateial and labour in replacement for GI tubing medium grade 50mm dia bore laid in trenches / floors or fixed to wall in any length with screwed and socket joints together with all galvanised GI fitting such as sockets, bends, elbows, tees, reducers, unions, jointing materials etc and pressure testing, Washing out complete including dismantling, taking out old corroded pipe complete all as specified and directed.

Mateial and labour in replacement for GI tubing medium grade 80mm dia bore laid in trenches / floors or fixed to wall in any length with screwed and socket joints together with all galvanised GI fitting such as sockets, bends, elbows, tees, reducers, unions, jointing materials etc and pressure testing, Washing out complete including dismantling, taking out old corroded pipe complete all as specified and directed.

Material and Labour for laying cast iron pipe 80mm dia bore with spigot and socket ends, centrifugally cast, class LA, suitable for Rubber Gasket joint, conforming to IS: 1536-1976, ISI marked, in any length laid in trenches pressure testing, washing out complete including dismantling, taking out old corroded cast iron pipe line including all fittings complete all as specified and directed.

Material and Labour for laying, jointing Ductile Iron pipe 100mm dia bore with spigot and socket ends, centrifugally cast, class DI-K9, Cement Mortar Lining with Portland Slag Cement as per IS 455: 1989, Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bituminous Coating as per annex C of IS 8329, suitable for Rubber Gasket joint, conforming to IS: 8329 : 2000, ISI marked, in any length laid in trenches, pressure testing, washing out complete including dismantling, taking out old corroded cast iron pipe line with all fittings complete all as specified and directed .

Material and Labour for laying, jointing Ductile Iron pipe 150mm dia bore with spigot and socket ends, centrifugally cast, class DI-K9, Cement Mortar Lining with Portland Slag Cement as per IS 455: 1989, Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bituminous Coating as per annex C of IS 8329, suitable for Rubber Gasket joint, conforming to IS: 8329 : 2000, ISI marked, in any length laid in trenches, pressure testing, washing out complete including dismantling, taking out old corroded cast iron pipe line with all fittings complete all as specified and directed .

Material and Labour for laying, jointing Ductile Iron pipe 200mm dia bore with spigot and socket ends, centrifugally cast, class DI-K9, Cement Mortar Lining with Portland Slag Cement as per IS 455: 1989, Metallic Zinc Coating as per annex A of IS 8329 with finishing layer of Bituminous Coating as per annex C of IS 8329, suitable for Rubber Gasket joint, conforming to IS: 8329 : 2000, ISI marked, in any length laid in trenches, pressure testing, washing out complete including dismantling, taking out old corroded cast iron pipe line with all fittings complete all as specified and directed .

Material and labour for fixing of CI / DI fittings and specials such as 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, Plugs, Connecting pieces one end flanged and other end socketed or spigot ends or all socketed / spigot ends etc suitable for upto 150mm dia bore CI/DI pipe complete all as specified and directed.

Material and labour for fixing of CI / DI fittings and specials such as 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, Plugs, Connecting pieces one end flanged and other end socketed or spigot ends or all socketed / spigot ends etc suitable for dia over 200mm but upto 300mm dia bore CI/DI pipe complete all as specified and directed.

Material and Labour for Run lead joint complete and pressure testing complete for 80mm bore Cast Iron Pipes all as specified and directed.

Material and labour for Mechanical joint having 2 Nos CI / DI Sockets, 1No CI / DI Collar and 2Nos Styrene Butadiene Rubber Gaskets alongwith nuts, bolts, washers , gaskets etc. including cutting CI / DI pipe and reducing to required length for insertion in position of Mech Joint complete all as specified and directed for 80mm dia bore.

Material and labour for Mechanical joint having 2 Nos CI / DI Sockets, 1No CI / DI Collar and 2Nos Styrene Butadiene Rubber Gaskets alongwith nuts, bolts, washers , gaskets etc. including cutting CI / DI pipe and reducing to required length for insertion in position of Mech Joint complete all as specified and directed for 100mm dia bore.

Material and labour for Mechanical joint having 2 Nos CI / DI Sockets, 1No CI / DI Collar and 2Nos Styrene Butadiene Rubber Gaskets alongwith nuts, bolts, washers , gaskets etc. including cutting CI / DI pipe and reducing to required length for insertion in position of Mech Joint complete all as specified and directed for 150mm dia bore.

Material and labour for Sluice valve cast iron long body both ends flanged 80mm bore as per IS-14846 and drilled with stainless steel spindle iron wheel head and as per pressure rating PN 1.6, Class I, ISI Marked alongwith nuts, bolts, washers , gaskets etc. including dismantling and taking out sluice valve from valve chamber / trenches complete all as specified and directed

Material and labour for Sluice valve cast iron long body both ends flanged 100mm bore as per IS-14846 and drilled with stainless steel spindle iron wheel head and as per pressure rating PN 1.6, Class I, ISI Marked alongwith nuts, bolts, washers , gaskets etc. including dismantling and taking out sluice valve from valve chamber / trenches complete all as specified and directed.

Material and labour for Sluice valve cast iron long body both ends flanged 150mm bore as per IS-14846 and drilled with stainless steel spindle iron wheel head and as per pressure rating PN 1.6, Class I, ISI Marked alongwith nuts, bolts, washers , gaskets etc. including dismantling and taking out sluice valve from valve chamber / trenches complete all as specified and directed.

Material and Labour for construction of Valve pit chamber having internal dimensions 900x900x1200mm using PCC 1:4:8 type D-2 using 40mm graded stone aggregate for foundation 20cm thick, 23 cm brick wall in C.M (1:4) 15 mm thick rendering all around the brick work in CM (1:6), 75 mm thick PCC (1:2:4) type B-1 coping with 20mm graded stone aggregate including necessary form work for grouted including 2 mm thick MS top sheet cover with locking arrangement, MS frame made out of 40x40x6 mm angle iron including painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primer as finishing coat including demolition of existing valve chamber and clearing the debris complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide and exceeding 1.5 m and upto 2.0 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed by the Engineer - in - Charge.

Material and labour for clean dry sand ( River sand) for cushioning in trenches/ducts to cable complete all as specified.(Punned thickness shall be measured)

M&L for well burnt bricks sub class 'B' brick straight or curved on blank old size laid flat with equal to length of brick laid dry over electric cable for protection complete.

Dismantling and setting of old steel pole / struts any type and size including demolition of concrete, foundation, necessary excavation and earth work and transportation etc complete all as specified and directed.

Dismantling of old insulators of any size and type complete all as specified and directed.

Dismantling of Cross Arms, Clamps,nut bolts or angle sections etc complete setting aside for re use with in 50m distance complete all as specified and directed.

Dismantling of GI earth wire complete all as specified and directed.

Dismantling of Old ACSR Conductors complete all as specified and directed.

Dismantling of old stay assembly complete demolition of concrete, foundation, necessary excavation and earth work ,stay wire,loop insulators,etc complete all as specified and directed.

Dismantling & taking down street light fittings SV/HPSV type etc complete all as specified and directed.

supply & fixing of cross arms. Bracings, support channel, backpate hooks etc fabricated from structural steel, sections (MS Channel) of required size and shape including nuts, bolts,washers, welding, bending , cutting cold or hot, drilling holes for inserting bolts as indicated and directed including painting with one coat of red oxide primer and two coats of silver aluminium paint complete all as specified and directed by Engr-in-Charge all as specified and directed.

Supply, install and erect in trench vertical position steel tublar seweaged welded poles complete with MS base plate of 6mm thick of size 450mm x 450mm finial taper plug pole cap, bolts, nut and screwed, pole made out of ERW MS tubing confirming to IS 2713 Part II of 9 mtr long 410 SP-31 swan neck including drilling of holes of required size and nos and painting with one coat of red oxide primer and two coat of aluminium paint for exposed surface and two coat of black bituminious paint for the portion embeded in concerete,complete all as specified and as directed by Engineer -in-charge.

Supply, install and erect in trench vertical position steel tublar seweaged welded poles complete with MS base plate of 6mm thick of size 450mm x 450mm finial taper plug pole cap, bolts, nut and screwed, pole made out of ERW MS tubing confirming to IS 2713 Part II of 9 mtr long 410 SP-31 including drilling of holes of required size and nos for fixing of cross arms bracing support/ taking out of cables etc, and painting with one coat of red oxide primer and two coat of aluminium paint for exposed surface and two coat of black bituminious paint for the portion embeded in concerete complete all as specified and as directed by Engineer -in-charge.

M&L pin type porcelain, vitreous, white or brown insulator including galvanised MS Spindle , two galvanised iron washers & one galvanised iron nut, 100mm height 65 mm dia for 1100 Volts grade.

M&L shackle type insulator porcelain, vitreous white brown insulator incl galvanised mild steel straps, washers insulator, bolts, washers and nuts of size 75 mm height, 90mm dia, section of strap 31 x 3 mm, dia of bolts 12 mm working pressure 1100 Volts.

M&L ACSR Conductor 1/6 x 2.59 mm Weasel including stringing, binding, jointing, jumpering etc on insulators on poles with minimum sag.

M&L Stay assembly comprising of 16mm dia stay rod 1800mm long, loop type insulator of size 65mm x 90 mm, galvanised stay plate 6mm thick of size 250 x 250 mm, stay bow complete all as specified and directed & shown in EP No. 1 of SSR Pt I. Note : Excavation/earth work PCC shall be measured and paid seperately.

M&L for Galvanised stay strand 7/4 mm complete all as specified and directed by Engr in Charge.

M&L For PCC 1:3:6 type C2 using 40 mm graded aggregates for stays.

M & L Danger notice plate of 1.6 mm thick mild steel sheet,vitreous enamelled white,with letters,figures and conventional skull and bones in signal red colour and fixed with M.S clamps,bolts and nuts of approved size,for LT,20 X 15 cm size.

M & L for pole Earthing complete with galvanized steel earth plate electrode 60 cm X 60 cm X 6.3 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the GI wire 4.0 mm dia, by means nut bolt, nuts, check nuts and washer of the GI Earth wire protected by provision of GI light grade pipe 15 mm, GI light grade 20 mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, taste point made out of phosphorus bronze with fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exceeding than 50 mtr, all as per electric plate No 3 of SSR Part I 2009 and connection to earth test point all as specified incl testing on completion.

Supply and fix GI contineous earth wire 4 mm dia (8 SWG) running on poles of LT Over head feeders, stringing, stretching, tightly connecting properly and binding to cross arms hooks etc with and including 22 SWG GI binding wire for earth continuity complete with all nuts, washers etc all as specified and directed.

Disconnecting, taking out and relaying of 1100 Volts heavy duty LT UG cable of any size in same or other location including excavation and earth work complete all as specified and directed.

Supplying and laying GI pipe, 40mm dia, Light grade for cable protection at road crossing etc including necessary road cutting and making good with PCC 1:2:4, Type B-1, using 20mm graded stone aggregate, 100mm thick or fixing on wall / poles of any type, secured with clamps complete all as specified and as directed by the Engineer - in - Charge.

Supplying and laying GI pipe, 80mm dia, Light grade for cable protection at road crossing etc including necessary road cutting and making good with PCC 1:2:4, Type B-1, using 20mm graded stone aggregate, 100mm thick or fixing on wall / poles of any type, secured with clamps complete all as specified and as directed by the Engineer - in - Charge.

S&F Energy saving & environmental friendly long life pressure die-cast aluminium IP66 luminaire 45-48W LED 6000K with high power LEDs as light source including eletronic driver having tripple locked with built in short circuit protection,over load protection and surge protection with eletrical saftey of calss-I pre wired all as per C & S cat pat no:INDUS-T/45W/LS or eqvlnt as HPL/Philips/ CG.

M&L for brackets made out of 40mm bore GI pipe, medium grade, 1.5M long, bend to shape and including suitable MS clamps made out of 40 x 6mm flat iron, necessary bolts, nuts, washers etc complete and painting the bracket and clamps with 2 coats of synthetic enamel paint over a coat of red oxide Zinc chromate primer all as specified and directed.

S & F PVC weather proof, hinged door, junction box of size 200 x 140 x 95 with 10A Aluminium bus bar, 240V, Neutral link and 1No MCB SP of 6 Amps, necessary fixing arrangement such as clamps, nut, bolts, etc including dismantling old unservieable junction box all as specified and directed. Make : Syntex cat no:GSJB-2014 or equivalent of any make listed in Appx C.

M& L for PVC Sheathed round twin core cable of size 2.5 sqmm with stranded copper conductor including drawing through pole, connecting all as specified and directed.

M & L for pole Earthing complete with galvanized steel earth plate electrode 60 cm X 60 cm X 6.3 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the GI strip 32X6 mm dia, by means nut bolt, nuts, check nuts and washer of the GI Earth wire protected by provision of GI light grade pipe 15 mm, GI light grade 20 mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, taste point made out of phosphorus bronze with fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exceeding than 50 mtr, all as per electric plate No 3 of SSR Part I 2009 and connection to earth test point all as specified incl testing on completion”.

Supply installing commissioning & testing in replacement LT feeder piller panel board factory made, out door, cubical type, vermin proof, dust proof, water proof made out of 3 mm thick CRCA sheet and angle iron frame of size 50x50x6 mm inside depth not less than 50 cm and size suitable to accomodate the following accessories with insulated TPN copper busbar of rating not less than 1.5 times the rated capacity of the incomer MCCB. both side openable (front & back) with locking arrangement duly painted with coat of synthetic enamel paint over a coat of red oxide primer both internally and externally and connecting with cable with lugs including internal wiring with copper cable of suitable size using lugs compressing the following accessories all as directed. (Notes : The rate quoted shall include for earth work & excavation for angle iron frame for foundation of panel board upto 0.50 m below GL in any type of soil & PCC (1:4:8), D2 filling in foundation the ground clearance of panel board shall be 0.40 m GL to the bottom of panel board ) and Aluminium bus bar 600 Amps-03 Nos phases and 300 Amps 01 No neutral duly colour sleeved mounted on epoxy insulators-01 set Note:Panel board shall be approved by CPRI and certificate to be produced and to be submitted in the office.

INCOMING :

(a) MCCB 350 Amp FP with breaking capacity 36 KA, 415 Volts - 01 No

OUTGOING :

(b) MCCB 160 Amps TPN with breaking capacity 36KA -01 Nos

(c) MCCB 125 Amps TPN with breaking capacity 25 KA -01 Nos

(d) MCCB 63 Amps TPN with breaking capacity 25 KA -01 Nos

(e) Indicator lamps RYB - 01 set

(f) Digital Multifunction meter (volt meter, Ammeter, frequency meter, & Power factor meter)of size 96mmx96mm with programmable CT ratio with back up protection by 2 A MCB SP - 01 No

(g) CABLE TERMINATION:- Cable entires and terminals shall be provided in the main/sub distribution board to suit the number,type and size of aluminium conductor power cables and copper conductor control cables specified.Provision shall be made for top or bottom entry of cables as required.Generous size of cabling chambers shall be provided,with the position of cable gland and terminals such that cables can easily and safely terminated.Barriers or Shrouds shall be provided to permit safe working as terminals of one circuit without accedentally touching that of another live circuit.cable risers shall be adequately supported to withstand the effects of rates short circuit currents without damage and without causing sencondary faults.

(h) All control wiring shall be carried out with 1100 V grade single core PVC cable conforming to IS:694/IS:8130 potential standard copper conductor of minium 1.5 sqmm for potential circuits and 2.5 sq.mm for current transformer circuits.wiring shall be neatly bunched and terminated.

(j) LABELS :Lables shall be anodized aluminium,with white engraving on black background.They Shall be properly secured with fasteners.

Supply installing commissioning & testing in replacement LT feeder piller panel board factory made, out door, cubical type, vermin proof, dust proof, water proof made out of 3 mm thick CRCA sheet and angle iron frame of size 50x50x6 mm inside depth not less than 50 cm and size suitable to accomodate the following accessories with insulated TPN copper busbar of rating not less than 1.5 times the rated capacity of the incomer MCCB. both side openable (front & back) with locking arrangement duly painted with coat of synthetic enamel paint over a coat of red oxide primer both internally and externally and connecting with cable with lugs including internal wiring with copper cable of suitable size using lugs compressing the following accessories all as directed. (Notes : The rate quoted shall include for earth work & excavation for angle iron frame for foundation of panel board upto 0.50 m below GL in any type of soil & PCC (1:4:8), D2 filling in foundation the ground clearance of panel board shall be 0.40 m GL to the bottom of panel board ) and Aluminium bus bar 400 Amps-03 Nos phases and 014 Nos neutral duly colour sleeved mounted on epoxy insulators-01 set Note:Panel board shall be approved by CPRI and certificate to be produced and to be submitted in the office.

INCOMING :

(a) MCCB FP 250 Amp with breaking capacity 36 KA, 415 Volts - 01 No

OUTGOING :

(b) MCCB 125 Amps TP with breaking capacity 25 KA -02 Nos

(c) MCCB 63 Amps TP with breaking capacity 25 KA -01 Nos

(d ) Indicator lamps RYB - 01 set

(e) Digital Multifunction meter (volt meter, Ammeter, frequency meter, & Power factor meter)of size 96mmx96mm with programmable CT ratio with back up protection by 2 A MCB SP - 01 No

(f) Automatic DIGITAL street light ON/Off timer of capacity not less thann 16A,3 phase,3pole with suitable capacity of contactor, relays, control wiring and all as specified.

(g) CABLE TERMINATION:- Cable entires and terminals shall be provided in the main/sub distribution board to suit the number, type and size of aluminium conductor power cables and copper conductor control cables specified.Provision shall be made for top or bottom entry of cables as required.Generous size of cabling chambers shall be provided,with the position of cable gland and terminals such that cables can easily and safely terminated.Barriers or Shrouds shall be provided to permit safe working as terminals of one circuit without accedentally touching that of another live circuit.cable risers shall be adequately supported to withstand the effects of rates short circuit currents without damage and without causing sencondary faults.

(h) All control wiring shall be carried out with 1100 V grade single core PVC cable conforming to IS:694/IS:8130 potential standard copper conductor of minium 1.5 sqmm for potential circuits and 2.5 sq.mm for current transformer circuits.wiring shall be neatly bunched and terminated.

(j) LABELS :Lables shall be anodized aluminium,with white engraving on black background.They Shall be properly secured with fasteners.

Supply installing commissioning & testing in replacement LT feeder piller panel board factory made, out door, cubical type, vermin proof, dust proof, water proof made out of 3 mm thick CRCA sheet and angle iron frame of size 50x50x6 mm inside depth not less than 50 cm and size suitable to accomodate the following accessories with insulated TPN copper busbar of rating not less than 1.5 times the rated capacity of the incomer MCCB. both side openable (front & back) with locking arrangement duly painted with coat of synthetic enamel paint over a coat of red oxide primer both internally and externally and connecting with cable with lugs including internal wiring with copper cable of suitable size using lugs compressing the following accessories all as directed. (Notes : The rate quoted shall include for earth work & excavation for angle iron frame for foundation of panel board upto 0.50 m below GL in any type of soil & PCC (1:4:8), D2 filling in foundation the ground clearance of panel board shall be 0.40 m GL to the bottom of panel board ) and Aluminium bus bar 200 Amps-03 Nos phases and 014 Nos neutral duly colour sleeved mounted on epoxy insulators-01 set Note:Panel board shall be approved by CPRI and certificate to be produced and to be submitted in the office.

INCOMING :

(a) MCCB FP 125 TPN Amp with breaking capacity 35 KA, 415 Volts - 01 No

OUTGOING :

(b)MCCB 100 Amps TP with breaking capacity 25 KA -02 Nos

(c) MCCB 63 Amps TP with breaking capacity 25 KA -01 Nos

(d ) Indicator lamps RYB - 01 set

(e) Digital Multifunction meter (volt meter, Ammeter, frequency meter, & Power factor meter)of size 96mmx96mm with programmable CT ratio with back up protection by 2 A MCB SP - 01 No

(f) Automatic DIGITAL street light ON/Off timer of capacity not less thann 16A,3 phase,3pole with suitable capacity of contactor,relays,control wiring and all as specified.

(g) CABLE TERMINATION:- Cable entires and terminals shall be provided in the main/sub distribution board to suit the number, type and size of aluminium conductor power cables and copper conductor control cables specified.Provision shall be made for top or bottom entry of cables as required.Generous size of cabling chambers shall be provided,with the position of cable gland and terminals such that cables can easily and safely terminated.Barriers or Shrouds shall be provided to permit safe working as terminals of one circuit without accedentally touching that of another live circuit.cable risers shall be adequately supported to withstand the effects of rates short circuit currents without damage and without causing sencondary faults.

(h) All control wiring shall be carried out with 1100 V grade single core PVC cable conforming to IS:694/IS:8130 potential standard copper conductor of minium 1.5 sqmm for potential circuits and 2.5 sq.mm for current transformer circuits.wiring shall be neatly bunched and terminated.

(j) LABELS :Lables shall be anodized aluminium,with white engraving on black background.They Shall be properly secured with fasteners.

N A Construction Pvt Ltd

Saiprabha Construction

Horizon Construction

FRIZO INDIA PVT LTD

M/s M R MAHANA

N. H. Saluji & Associates

BHARAT ASSOCIATES PVT LTD

vijay infraprojects pvt ltd