PROVN OF WIDENING OF EXISTING ROAD UNDER GE (P) BATHINDA

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil including cutting of grass, roots, bushes if any and removing from site all grass, roots complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm upto 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed.

Excavation in trenches (Manual), not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation of pipe line, cable trenches, for pole or for manholes etc not exceeding 10 sqm area on plan and getting out in soft/loose soil complete all as specified and as directed.

Excavation in trenches (Manual), not exceeding 1.5 metre wide and exceeding 1.5 metre but not exceeding 3 metre in depth for foundation of pipe line, cable trenches, for pole or for manholes etc not exceeding 10 sqm area on plan and getting out in soft/loose soil complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, for pipe line/cable trenches, for manholes, for drains etc (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, depth upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, for pipe line/cable trenches, for manholes, for drains etc (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.

Excavation in post holes in soft/loose soil each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with around earth in layers not exceeding 25 cm thick, watering and removing surplus spoil to a distance not exceeding 50 m and making good surface complete all as specified and as directed.

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

Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

Removing excavated spoil to a distance exceeding 50 metre but not exceeding 250 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.

Material and labour for supplying approved earth from within MOD land with a lead of 05 km and Forming Embankments incl raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape not exceeding 1.5 metre high from base complete all as specified and as directed. (a) Only consolidated thickness of earth will be measured and paid. (b) Quality of earth shall be approved by GE in writing prior to execution. (c) Lead and qty of earthwotk shall be decided by BOO convened by CWE at the time of execution of work

Material and labour for supplying approved earth from within MOD land with a lead of exceeding 10 km but not exceeding 15 km and Forming Embankments incl raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape not exceeding 1.5 metre high from base complete all as specified and as directed. (a) Only consolidated thickness of earth will be measured and paid. (b) Quality of earth shall be approved by GE in writing prior to execution. (c) Lead and qty of earthwotk shall be decided by BOO convened by CWE at the time of execution of work

Material and labour for supplying approved earth from within MOD land with a lead of exceeding 15 km but not exceeding 20 km and Forming Embankments incl raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/rolling and finishing to required size, shape not exceeding 1.5 metre high from base complete all as specified and as directed. (a) Only consolidated thickness of earth will be measured and paid. (b) Quality of earth shall be approved by GE in writing prior to execution. (c) Lead and qty of earthwotk shall be decided by BOO convened by CWE at the time of execution of work

Forming Embankments incl raising (or lowering) earth, spreading in layers not exceeding 30 cm thick, watering, ramming/dressing and finishing to required size, shape not exceeding 1.5 metre high from base complete all as specified and as directed. (a) Earth obtained from excavation shall be reused and nothing extra on account of lead upto 50m shall be paid. (b) Only consolidated thickness of earth will be measured and paid.

Grubbing up/digging out roots of tree girth exceeding 30cm and not exceeding 100cm including filling holes and leveling off ground, stacking of roots for measurement and removing after measurement including removing all unserviceable material from site and cleaning the site complete all as specified and as directed.

Grubbing up/digging out roots of tree girth exceeding 100cm and not exceeding 150cm including filling holes and leveling off ground, stacking of roots for measurement and removing after measurement including removing all unserviceable material from site and cleaning the site complete all as specified and as directed.

Grubbing up/digging out roots of tree girth exceeding 150cm and not exceeding 200cm including filling holes and leveling off ground, stacking of roots for measurement and removing after measurement including removing all unserviceable material from site and cleaning the site complete all as specified and as directed.

Grubbing up/digging out roots of tree girth exceeding 200cm and not exceeding 250cm including filling holes and leveling off ground, stacking of roots for measurement and removing after measurement including removing all unserviceable material from site and cleaning the site complete all as specified and as directed.

Rolling consolidation formation surfaces in cutting and filling by exc 8 tonne and not exc 12 tonne power roller complete all as specified and as directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces not exceeding 400 sqm and not exceeding 50mm deep complete all as specified and as directed.

Material and labour for 150 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stone (Granite, Trap, Basalt), interstices filled, surface formed, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified and as directed.

Material and labour for laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM), grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with mechanical paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed.

Material and labour for laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each, grading as per table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with mechanical paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. (Note:- Each layer shall be rolled and compacted separately)

Preparing surfaces of WMM by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc. & applying evenly a prime coat of cationic bitumen emulsion SS 1 conforming to IS: 8887 @ 7 kg/10 sqm on surfaces of WMM as specified in Table 500-3 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed.

Material & labour for Preparing surfaces of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surfaces with air pressure to remove all loose dirt etc.& applying evenly a tack coat of cationic bitumen emulsion (RS-1) conforming to IS: 8887 @ 2 to 3 kg/10 sqm on bitumenous surfaces as specified in Table 500-5 of MORTH specifications for road and bridge works 2013, using mechanical sprayer, complete all as specified and as directed.

Material & labour for Bituminous premix semi dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.5% binder content (based on design mix formula) (bitumen of grade VG-30) by weight of total mix, laid by using sensor paver electronic sensing device for automatic levelling and profile control within the specified tolerance and internal heating arrangement for the screed all as specified in clause 20.B.4.6 of SSR Part -I, rolled and compacted to required camber and gradient with tandem vibratory road roller (minimum compacted density = 2.2 g/cc) and 8 to 12 tonne power roller to a uniform smooth surface etc complete all as specified and as directed. (Note :- Design mix shall be got carried out from any Govt Engg college Laboratory/MES approved laboratory and approved by CWE in writing before execution. The cost thereof shall be deemed to be included in quoted unit rate)

Material & labour for Premix bituminous macadam (BM) (consolidated thickness 75mm or less) with 4% binder content (based on design mix formula) (bitumen of grade VG-30) by weight of total mix laid by using mechanical paver, rolled and compacted to required camber and gradient with tandem vibratory road roller (minimum compacted density = 2.2 g/cc) and 8 to 10 tonne power roller to a uniform smooth surface etc complete all as specified and as directed. (Note :- Design mix shall be got carried out from any Govt Engg college Laboratory/MES approved laboratory and approved by CWE in writing before execution. The cost thereof shall be deemed to be included in quoted unit rate)

Material & labour for applying evenly a tack coat of bitumen VG-10 grade conforming to IS:73 @ 0.3-0.4 kg/sqm on bitumenous surfaces and on granular surfaces treated with primer complete all as specified and as directed.

Material & labour for continuous brick edging (sub class ‘B’) with width equal to the width of brick laid dry on end vertically including necessary earth work, embedding bricks at depth as directed and removal of surplus soil complete all as specified. Note : Each row shall be measured and paid separately.

Material & labour for continuous brick edging (old serviceable bricks obtained from dismantled item shall be reused ) with width equal to the width of brick laid dry on end vertically including necessary earth work, embedding bricks at depth as directed and removal of surplus soil complete all as specified. Note : Each row shall be measured and paid separately.

Material and labour for Thermo plastic paint road marking 2mm thick painting conforming to MORTH clause No 803-4 (lines, dashes, arrows, letters etc) with road safety spikeries glass beads @ 8% by weight including preparation of new or previously treated road surfaces and applying paint by using special applicator machine with heating arrangement complete all as specified and as directed.

Supply and fixing road stud (cat eye, overall as red colour or as approved by GE) two way dual direction reflective of size 110mmx 128mm x 29.5 mm, of impact resistant aluminium alloy body with amber/red/white reflective panels and fixing on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying exessive pressure and additional fixed with zinc plated steel nail of size 12mm dia 120mm long at the centre of cat eye complete all as specified and as directed.

Supply and fixing 600mm long dual directional Delineator made out of MS rectangular pipe of size 75x25mm, 18 gauge duly powder coated and Head made out of ABS plastic rectangular moulded with flat face provided with high intensity prismatic reflector of colour (white/yellow/red) of size 100x125mm with additional radium tape of 25mm wide two number strips, fixing / embedding in PCC (1:2:4, type B1) block of size 300x300x350mm including necessary earthwork and form work complete all as specified and as directed.

Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in flooring of apron & similar work complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in coping, mud stops, packing sides/around of interlocking tiles, bed block, for embedded posts & similar work etc including weatherings, slightly rounded or chamfered angles complete all as specified and as directed by Engineer-in-charge.

Material and labour for PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed.

Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for 100 mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.

Supply and laying/fixing 80 mm thick (M40 grade) precast interlocking tile/paving block factory casted (made by using PVC/ Rubber moulds on Vibrating Table Machine) using grey cement and pigment, prepolished & preglazed, shape haxagon / trigular / zigzag / I-shaped etc, as directed, confirming to relevant IS, having compressive strength not less than 400 Kg/ Sqcm, laid over and including 25mm thick layer of sand cushining and filling the interstices etc with sand complete all as specified and as directed.

Material and labour for brick work with burnt clay bricks (old size ), straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.

Material and labour for rendering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

Supply & laying RCC pipe 600mm dia class NP2 laid and jointed complete with collars including laying pipes level or to falls in trenches etc on concrete bed or directly on hard ground as directed and making joints and testing complete all as specified and as directed. (Note : Excavation, earth work and bed shall be measured & paid separately under appropriate item )

Material and labour for cement concrete (1:3:6), type C2 using 40mm graded stone aggregate as in bed of drain pipe of size 600mm dia including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.

Material and labour for Preparation of new plastered or concrete surface of wall by sand papering or by any other mean and after preparing the surfaces applying the following complete all as specified and as directed by Engineer-in-charge:- (a) Three coats of white wash by using paint brush.

Material and labour for stainless steel work as in frame for sign board, guide map, decorative item like dooms, cover cups etc using hollow pipes square/round, SS flat/plate/sheet of size and thickness as approved, SS grade-304, including necessary welding, polishing and fixing with nut and bolts complete all as specified and as directed. Note :- The weight of each section shall be physically ascertained through a board of officers convened by GE and payment shall be made only after the actual weight at site.

Supply and fixing retro reflective sign face (Square or rectangular) consist of 4mm thick aluminium composite panel sheet sign substrates and over all lamination using high intensity grade retro reflective media on both faces of aluminium composite panel of make 3M or Techno commercial equivalent make approved by CWE confirming to ASTM 4956 type-IV or above with text cutting as per direction of Engineer-in-charge using computerised cutter plotter & pneumatic automated squeeze roll applicator on overlay film or similar sheeting for text/graphics & symbol etc as per approved design including aluminium rivets, break away type nut/bolts (each sign face shall be tacked by stainless steel frames) complete all as specified and as directed. Note:- Stainless steel items shall be measured and paid separately under respective item of Sch.

Dismantling of brick (laid flat or on edge etc) laid dry or pointed complete all as specified and as directed.

Dismantling of brick work or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, in any description including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge.

Demolition of cement concrete reinforced of any description such as slab, manhole cover etc, including reinforcement cut as required to facilitate including removing rubbish material from site and thrown in low lying empty area as directed by Engineer-in-charge at any distance complete all as specified and as directed by Engineer-in-Charge

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from site and thrown in low lying empty area as directed by Engineer-in-charge at any distance complete all as specified and as directed by Engineer-in-Charge

Laying, jointing and testing CI/DI pipe 80mm dia (old serviceable pipe obtained from taking out item shall be reused ) laid in trenches complete all as specified and as directed. Note : (i) Excavation, Earth work, CI/DI specials/ fittings and run lead joints shall be measured and paid separetly.

Laying, jointing and testing CI/DI pipe 100mm dia (old serviceable pipe obtained from taking out item shall be reused ) laid in trenches complete all as specified and as directed. Note : (i) Excavation, Earth work, CI/DI specials/ fittings and run lead joints shall be measured and paid separetly.

Laying, jointing and testing CI/DI pipe 150mm dia (old serviceable pipe obtained from taking out item shall be reused ) laid in trenches complete all as specified and as directed. Note : (i) Excavation, Earth work, CI/DI specials/ fittings and run lead joints shall be measured and paid separetly.

Laying, jointing and testing CI/DI pipe 200mm dia (old serviceable pipe obtained from taking out item shall be reused ) laid in trenches complete all as specified and as directed. Note : (i) Excavation, Earth work, CI/DI specials/ fittings and tyton joints shall be measured and paid separetly.

Material and labour for lead joints to cast iron pipes of 80mm bore and fittings complete all as specified and as directed by Engineer-in- charge.

Material and labour for lead joints to cast iron pipes of 100mm bore and fittings complete all as specified and as directed by Engineer-in- charge.

Material and labour for lead joints to cast iron pipes of 150mm bore and fittings complete all as specified and as directed by Engineer-in- charge.

Material and labour for lead joints to cast iron pipes of 200mm bore and fittings complete all as specified and as directed by Engineer-in- charge.

Supplying, laying, jointing and testing Ductile iron pipe (ISI marked) class K-7, bore 80mm, confirming to IS : 8329-2K, spigot & socketed ends centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe, suitable for and including rubber tyton joints (Push-on joint) complete all as specified and as directed. Note : (i) Excavation and Earth work, DI specials/ fittings shall be measured and paid separetly. (ii) Test Certificate for pipes from manufacturer shall be produced. No payment shall be entertained without Test Certificate.

Supplying, laying, jointing and testing Ductile iron pipe (ISI marked) class K-7, bore 100mm, confirming to IS : 8329-2K, spigot & socketed ends centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe, suitable for and including rubber tyton joints (Push-on joint) complete all as specified and as directed. Note : (i) Excavation and Earth work, DI specials/ fittings shall be measured and paid separetly. (ii) Test Certificate for pipes from manufacturer shall be produced. No payment shall be entertained without Test Certificate.

Supplying, laying, jointing and testing Ductile iron pipe (ISI marked) class K-7, bore 150mm, confirming to IS : 8329-2K, spigot & socketed ends centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe, suitable for and including rubber tyton joints (Push-on joint) complete all as specified and as directed. Note : (i) Excavation and Earth work, DI specials/ fittings shall be measured and paid separetly. (ii) Test Certificate for pipes from manufacturer shall be produced. No payment shall be entertained without Test Certificate.

Supplying, laying, jointing and testing Ductile iron pipe (ISI marked) class K-7, bore 200mm, confirming to IS : 8329-2K, spigot & socketed ends centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe, suitable for and including rubber tyton joints (Push-on joint) complete all as specified and as directed. Note : (i) Excavation and Earth work, DI specials/ fittings shall be measured and paid separetly. (ii) Test Certificate for pipes from manufacturer shall be produced. No payment shall be entertained without Test Certificate.

Supply, laying, jointing and testing of steel water tubing 50 mm bore ISI marked medium grade galvanised including tube fittings Viz Tees, Socket bends elbows, union nipple etc screwed and socketed joint laid in trenches/under road complete all as specified and as directed. (Note:- Excavation and Earth work shall be measured and paid separately under respective item of Schedule of Earth work)

Supply and fixing cast iron sluice valve 80 mm dia with flanged ends class PN 1.6 (ISI marked) confirming to IS:14846-2000, drilled type, steel spindle, CI gate with brass ring, iron wheel handle, suitable for CI/DI pipe line, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc including taking out old sulice valve complete all as specified and as directed.

Supply and fixing cast iron sluice valve 100 mm dia with flanged ends class PN 1.6 (ISI marked) confirming to IS:14846-2000, drilled type, steel spindle, CI gate with brass ring, iron wheel handle, suitable for CI/DI pipe line, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc including taking out old sulice valve complete all as specified and as directed.

Supply and fixing cast iron sluice valve 150 mm dia with flanged ends class PN 1.6 (ISI marked) confirming to IS:14846-2000, drilled type, steel spindle, CI gate with brass ring, iron wheel handle, suitable for CI/DI pipe line, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc including taking out old sulice valve complete all as specified and as directed.

Supply and fixing cast iron sluice valve 200 mm dia with flanged ends class PN 1.6 (ISI marked) confirming to IS:14846-2000, drilled type, steel spindle, CI gate with brass ring, iron wheel handle, suitable for CI/DI pipe line, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc including taking out old sulice valve complete all as specified and as directed.

Supply and fixing Gun-metal, globe or gate valves ISI marked 50mm bore, with iron wheel head, screwed both ends for iron pipe or for unions and fixed including taking out old gate valve complete all as specified and as directed.

Supply and fixing cast iron air release valve double isolated type (ISI marked), flanged type and drilled, confirming to IS-14845 (2000), suitable for 50mm bore pipe including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc including taking out old air release valve complete all as specified and as directed.

Supply and fixing DI special fitting suitable for 80 to 300 mm bore pipe line, for reducing/bends (any type radius and angle) tapers any type, straight, bend, increasing decreasing or double socket extra Tee pieces single branch Y 'Junction' double branch cross collers cap etc including taking out old fittings complete all as specified and as directed. Note:- Make of DI fittings shall be same make as DI pipe or as per recommendation of DI pipe manufacturer.

Supply and fixing CI special fitting suitable for 80 to 150mm bore pipe line, for reducing/bends (any type radius and angle) tapers any type, straight, bend, increasing decreasing or double socket extra Tee pieces single branch Y 'Junction' double branch cross collers cap etc including taking out old fittings complete all as specified and as directed.

Supply and fixing CI special fitting suitable for 200 to 300mm bore pipe line, for reducing/bends (any type radius and angle) tapers any type, straight, bend, increasing decreasing or double socket extra Tee pieces single branch Y 'Junction' double branch cross collers cap etc including taking out old fittings complete all as specified and as directed.

Material and labour for PCC (1:2:4) type B-2 using 40 mm graded crushed stone aggregate as in thrust blocks, bed blocks and the like including weathering, slightly rounded or chamfered angles & throating including provision of necessary formwork, complete all as specified and as directed.

Material and labour for Construction of brick masonary valve pit chamber size 120 X120 X120 cm (internal dimension) using sub class 'B' bricks complete including excavation & earth work, returning fillig and disposal of surplus soil to distance not exceeding 50m and deposited where directed, PCC (1:3:6) type C-2 using 40 mm graded stone aggregate in foundation, coping on top in PCC (1:2:4) type B-1 using 20 mm graded stone aggregate, brick work in cement mortar (1:4), inner plaster 12 mm thick in cm (1:3) finished even and smooth and pionting flush externally as the work proceeds in the same mortar, MS sheet cover 3.15mm thick mounted on angle iron frame of size 40 x 40 x 6mm with handle and locking arrangement duly painted with two coats of synthetic enamel paint over a coat of red oxide primer and embeded portion of MS work duly applying black bitumenous paint before embeded including dismantling old pit chamber properly complete all as specified and as directed.

Material and labour for Construction of brick masonary valve pit chamber size 75 X75 X75 cm (internal dimension) using sub class 'B' bricks complete including excavation & earth work, returning fillig and disposal of surplus soil to distance not exceeding 50m and deposited where directed, PCC (1:3:6) type C-2 using 40 mm graded stone aggregate in foundation, coping on top in PCC (1:2:4) type B-1 using 20 mm graded stone aggregate, brick work in cement mortar (1:4), inner plaster 12 mm thick in cm (1:3) finished even and smooth and pionting flush externally as the work proceeds in the same mortar, MS sheet cover 3.15mm thick mounted on angle iron frame of size 40 x 40 x 6mm with handle and locking arrangement duly painted with two coats of synthetic enamel paint over a coat of red oxide primer and embeded portion of MS work duly applying black bitumenous paint before embeded including dismantling old pit chamber properly complete all as specified and as directed.

Dismantling/taking out Prestressed cement concrete poles / struts/stay of any size including foundation and removing from site complete all as specified and as directed.

Dismantling/taking down cross arms of MS channel or angle section etc from poles and removing from site complete all as specified and as directed.

Disconnecting and taking down old Street light any type along with bracket and service cable from pole and removing from site complete all as specified and as directed by Engineer-in- charge.

Dismantling/taking down ACSR/AAC conductor from poles (over head lines) and removing from site complete all as specified and as directed by Engineer-in-Charge.

Dismantling/taking down insulator any type and size from poles and removing from site complete all as specified and as directed.

Disconnecting and taking out junction box any type and removing from site complete all as specified and as directed by Engineer-in- charge.

Supply and errecting Prestressed cement concrete poles 9.0 metres long of cross section (102mm x 152mm) at top and (102mm x 289mm) at bottom class-10 complying with requirement of IS-1678 1978, after erecting painting to pole upto 1.5 metre height from PCC coping with two coats of synthetic enamel paint in alternate black and white strips 30 cm wide each strip (05 Nos strip) including marking pole number in letters & figures of size not less than 10cm height with red colour enamel paint and including painting to PCC with two coats of cement base paint complete all as specified and as directed. Note:- (i) Excavation, earthwork and PCC shall be measured and paid separately under respective item of Sch. (ii) Srl number will be issued by Engineer-in-Charge.

Taking out old unserviceable under ground LT XLPE/PVC cable of any size from trenches/wall/roof/road/pipe/pole including taking out of layer cover any type including cleaning and stacking serviceable cable and cable cover for re use and balance removing from the site complete all as specified and as directed by Engineer-in-Charge. (Excavation, earth work, shall be measured and paid separately under appropriate item of BOQ).

Taking out old unserviceable under ground HT XLPE cable of any size from trenches/road/pipe/pole including taking out of layer cover any type including cleaning and stacking serviceable cable and cable cover for re use and balance removing from the site complete all as specified and as directed by Engineer-in-Charge. (Excavation, earth work, shall be measured and paid separately under appropriate item of BOQ).

Supply and fixing cable jointing kit for 11 KV (Earthed) grade cable for out door termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE, armoured aluminium conductor cable of size 95 Sqmm complete all as specified and as directed.

Supply and fixing Cable jointing kit for 11 KV (Earthed) grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 sqmm complete all as specified and as directed by Engineer-in-charge.

Supplying and laying Factory made un-reinforced precast concrete cable cover ISI marked, class LV, type III flat, size 450mm x 180mm x 40mm complete all as specified and as directed.

Supplying and laying Factory made un-reinforced precast concrete cable cover ISI marked, class LV, type II flat, size 300mm x 180mm x 40mm complete all as specified and as directed.

Supplying and laying Factory made un-reinforced precast concrete cable cover ISI marked, class LV, type I flat, size 250mm x 150mm x 40mm complete all as specified and as directed.

Laying only old cable cover any size as per direction of Engineer-in-charge (Old cover re use obtain during taking out old cable) complete all as specified and as directed.

Material and labour for sand cushioning, with dry and clean fine river sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and as directed. (Note:- Punned thickness shall be considered for payment purpose)

Supply & laying in relacement GI tubing ISI marked light grade 40 mm dia for passing of cable/ laid in trences/ fixed on pole/ walls/laid under floors/ roads/insert in bore hole etc including fitting complete all as specified and as directed. Note:- Excavation, earthwork and bore hole shall be measured and paid separately under respective item of Sch.

Supply & laying in relacement GI tubing ISI marked light grade 80 mm dia for passing of cable/ laid in trences/ fixed on pole/ walls/laid under floors/ roads/insert in bore hole etc including fitting complete all as specified and as directed. Note:- Excavation, earthwork and bore hole shall be measured and paid separately under respective item of Sch.

Supply & laying in relacement GI tubing ISI marked light grade 100 mm dia for passing of cable/ laid in trences/ fixed on pole/ walls/laid under floors/ roads/insert in bore hole etc including fitting complete all as specified and as directed. Note:- Excavation, earthwork and bore hole shall be measured and paid separately under respective item of Sch.

Supply and fixing energy efficient LED street light fitting of 70W pressure die cast aluminium housing/body, heat resistant clear toughened glass, better optics for uniform distribution street/Roadway luminaire, with driver, complete fitting with all accessories and following specifications complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 110 Lumen per watt. (b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95 (e) THD : Max10%. (f) IP rating : Minimum IP65. (g) IK rating : Minimum IK07 (h) Built in potted LED Driver of the make as of the luminaire. (j) LED driver should be complete with all protections viz open/short circuit protection, over voltage protection, all as per standard design of manufacturer. (k) Surge protection 10 kV (inbuilt + extended) (l) CCT : 5700 K. (m) CRI : Morethan 70 (n) Lens - High Efficiency wide angle lens. (o) BIS Approved fixtures and driver (p) Rated life time : 50000 burning hrs @L70 (Average 10 to 12 hrs daily)

Material and labour for Brackets made out of GI tubing ISI marked light grade 32mm dia, 1.5 metre long bent to shape at 120 degree angle at half metre from bottom, including two Nos clamps made out of MS Flat iron size 25x4 mm for fixing of bracket on PCC pole for LED light fittings with suitable nuts and bolts including painting to pipe, MS clamp and nut bolts with two coats of aluminium paint over a coat of red oxide primer complete all as specified and as directed.

Supply and fixing three core cord (3x1.5sqmm) flexible flat/round cable, copper conductor multistranded, PVC insulated and overall PVC sheathed, 1100 volt, drawn through and including MS pipe 20mm bore for connection to street light from junction box to light including MS clamp (interval of 1m) made out of MS flat iron 25x4mm and nut bolts for fixing the pipe along pole complete all as specified and as directed.

Supply and fixing cable junction box of Size 155mm x 210mm x 92mm or any other higher size (Suitable for Pole mounting), Junction box shall have 2 pole tinned copper bus bar of size 25mmx3mm and with one number 1 Amp MCB SP 10KA 'C' curve complete with fixing accessories and fixing along pole with and including clamp made out of SS-304, 25x3mm flat. Junction box should be insulated and made out of polycarbonate with glass fiber re-inforced material. The polycarbonate junction box shall be environment frinedly, recyclable, UV resistant, halogen and silicon free, anti acid and anti corrosive. The junction box knock out on four side wall and following specifications and all as directed by Engr-in-Charge :- (a) The junction box shall be rated for degree of IP 65 (ingress protection) in accordance with IEC 60529. (b) The gasket material shall be polyurethane or silicon and gasket shall be internally embedded. (c) Junction Box must meet the provision laid down in IEC 60998-1, IEC-60695-22, IEC 60670-2 to 5 and grey color according to RAL-9011/ 7035. (d) The manufacturer of junction box shall submit a copy of IEC certificate and glow wire test for 960 degree. (e) Junction box shall be fire retardant and self extiguishing in accordance with IEC60695-2 to 11, DIN VDE 0304 Part-3, UL94 V-2 flammability standard. (f) The impact strength of polycarbonate enclosures /boards i.e. the degree of protection against mechanical load shall be in accordance with EN 50298-98 for IK08. (g) Manufacturer should submit routine test certificate for junction box.

Material and labour for boring of holes under main road pavement, hard standing or any other situation by manual mean for accommodate/inserting upto 100mm bore pipe in the drilled holes, including returning, filling in the end working space including removal of surplus soil and making good the surface complete all as specified and as directed. Note ; (Pipe shall be measured and paid separately)

Material and labour for boring of holes under main road pavement, hard standing or any other situation by manual mean for accommodate/inserting above 100mm and upto 200mm bore pipe in the drilled holes, including returning, filling in the end working space including removal of surplus soil and making good the surface complete all as specified and as directed. Note ; (Pipe shall be measured and paid separately)

Material and labour for cutting of road/floor etc any type upto 45cm width and depth for laying of cable/pipe, after laying of cable/pipe returning filling including spreading, leveling watering and well ramming in layers upto 30cm in soft/loose soil and hardcoer and top layer 15cm thick filling by using PCC (1:2:4) type B1 using 20mm graded stone aggregate to match the existing level of road/floor complete all as specified and as directed. Note ; (Pipe and cable shall be measured and paid separately)

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI earthing strip 32x6mm by means of GI bolts/nuts/washers and protected by 40 mm bore GI light grade pipe upto test point or upto main switch board / electric equipment / pole / lightning arrestor / HT/LT equipments / GODO switch etc, fixing with 02 Nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing strip upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Material and labour for Earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including GI earthing wire of size 4 mm dia by means of GI bolts/nuts/washers and protected by 15 mm bore GI light grade pipe upto test point or upto main switch board / electric equipment / pole / lightning arrestor / HT/LT equipments / GODO switch etc, fixing with 02 Nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. Earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common salt all around bottom and top. 20 mm bore GI medium grade pipe for watering and including funnel, wire mesh, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50m, Pit cover 40mm thick made with RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including TMT reinforcement 8mm dia @ 75mm c/c both way, MS handle 12mm dia, cover rest on MS angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) Protection pipe and GI earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.

Supply, installing, commissioning and testing of factory made LT panel board (CPRI approved) (out door for 415 volts, 3 phase, 4 wire AC supply) cubical type suitable size, outer shell made out of 3.15 mm thick CRCA epoxy powder coated sheet and inner shell made out of 2mm thick CRCA epoxy powder coated sheet, factory fabricated having modern fabrication and testing process followed by powder coat painting having thickness not less than 100 microns, totally enclosed busbar chamber fully comparted type to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including locking arrangements (chromium plated 19 mm dia fancy lock) including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, The Four Pole bus bar shall be insulated with colour code heat shrinkable sleeve and shall be mounted on suitable size "F" class insulator at an interval not more than 250 mm through out the length of each bus bar, panel shall be mounted on angle iron frame and 04 No legs made from angle of size 40 x40 x5mm, legs shall be 750 mm long, 450 mm grouted in blocks of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) with 300 mm ground clearance, frame and legs duly spray painted internally and externally with two coats of synthetic enamel paint over a coat of red oxide primer, danger notice plate for LT with conventional skull and bones duly riveted/pasted to the door, complete including all connections incoming / out going including taking down existing panel all as directed by Engineer-in-charge and comprising of following accessories :-

Four Pole, Aluminium bus bar 400 Amps

MCCB 250 Amps, Four pole, adjustable thermal magnetic protection, 25 KA, 415 V AC supply - 01 No (Incoming)

MCCB 100 Amps, Four pole, adjustable thermal magnetic protection, 16 KA, 415 V AC supply - 03 No (Outgoing)

Indicating lamps set RYB - 01 Set of three

Internal power and control wiring with suitable size PVC insulated multistranded copper wire.

Note :- (i) All type of spares such as glands, lugs, nuts, bolts etc, necessary excavation and earthwork, PCC work and making good disturbed surfaces shall deemed to be included in the quoted unit rate. (ii) Drawing of panel shall be approved by GE before fabrication.

Supply, installing, commissioning and testing of factory made LT panel board (CPRI approved) (out door for 415 volts, 3 phase, 4 wire AC supply) cubical type suitable size, outer shell made out of 3.15 mm thick CRCA epoxy powder coated sheet and inner shell made out of 2mm thick CRCA epoxy powder coated sheet, factory fabricated having modern fabrication and testing process followed by powder coat painting having thickness not less than 100 microns, totally enclosed busbar chamber fully comparted type to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including locking arrangements (chromium plated 19 mm dia fancy lock) including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, The Four Pole bus bar shall be insulated with colour code heat shrinkable sleeve and shall be mounted on suitable size "F" class insulator at an interval not more than 250 mm through out the length of each bus bar, panel shall be mounted on angle iron frame and 04 No legs made from angle of size 40 x40 x5mm, legs shall be 750 mm long, 450 mm grouted in blocks of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) with 300 mm ground clearance, frame and legs duly spray painted internally and externally with two coats of synthetic enamel paint over a coat of red oxide primer, danger notice plate for LT with conventional skull and bones duly riveted/pasted to the door, complete including all connections incoming / out going and taking down existing panel all as directed by Engineer-in-charge and comprising of following accessories :-

Four Pole, Aluminium bus bar 150 Amps

MCCB 100 Amps, Four pole, adjustable thermal magnetic protection, 25 KA, 415 V AC supply - 01 No (Incoming)

MCCB 63 Amps, Four pole, adjustable thermal magnetic protection, 16 KA, 415 V AC supply - 02 No (Outgoing)

MCCB 32 Amps, Four pole, adjustable thermal magnetic protection, 16 KA, 415 V AC supply - 01 No (Outgoing)

Indicating lamps set RYB - 01 Set of three

Internal power and control wiring with suitable size PVC insulated multistranded copper wire.

Note :- (i) All type of spares such as glands, lugs, nuts, bolts etc, necessary excavation and earthwork, PCC work and making good disturbed surfaces shall deemed to be included in the quoted unit rate. (ii) Drawing of panel shall be approved by GE before fabrication.

Material and labour for cable route indicator post 900mm long made of precast cement concrete (1:2:4) type B-1, using 20mm graded stone aggregate, rounded tops as directed and embeded in ground of size 350x150x450mm below ground and 300x100x450mm above ground, applying two coats of cement base paint on plastered surface including writing letters (like LT/HT UG cable, __ feeder etc.) with synthetic enamel paint in brown colour in suitable size including earth work and form work complete all as specified and as directed.

Supply, installing, commissioning and testing of factory made LT Feeder pillar box (CPRI approved) (out door for 415 volts, 3 phase, 4 wire AC supply) cubical type suitable size, outer shell made out of 3.15 mm thick CRCA epoxy powder coated sheet and inner shell made out of 2mm thick CRCA epoxy powder coated sheet, factory fabricated having modern fabrication and testing process followed by powder coat painting having thickness not less than 100 microns, totally enclosed busbar chamber fully comparted type to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including locking arrangements (chromium plated 19 mm dia fancy lock) including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, The Four Pole bus bar shall be insulated with colour code heat shrinkable sleeve and shall be mounted on suitable size "F" class insulator at an interval not more than 250 mm through out the length of each bus bar, Feeder pillar box shall be mounted on angle iron frame and 04 No legs made from angle of size 40 x40 x5mm, legs shall be 750 mm long, 450 mm grouted in blocks of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) with 300 mm ground clearance, frame and legs duly spray painted internally and externally with two coats of synthetic enamel paint over a coat of red oxide primer, danger notice plate for LT with conventional skull and bones duly riveted/pasted to the door, complete including all connections incoming / out going all as directed by Engineer-in-charge and comprising of following accessories :-

Four Pole, Aluminium bus bar 250 Amps

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