WIDENING AND STRENGTHENING OF ROADS AT VARIOUS PLACES AT AFS KALAIKUNDA

Amount

B/R PORTION

Demolition of brickwork masonry, built in cement mortar at ordered portions including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Demolition of reinforced cement concrete or precast articles by manually/ mechanically of any description and in any position not otherwise specifically provided for complete all as specified and as directed.

Dismantling fencing wire mesh, any type and in any position complete all as specified and as directed.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion & making good disturbed ground embedded in Normal ground complete all as specified and as directed.

Taking up/down old unserviceable GI pipe from walls, floors, ceiling and duct etc for refixing or removal to store with all fittings of 50 mm bore complete all as specified and as directed. Note: Excavation/earth work will be measured and paid separately under relevent item.

Taking up/down old unserviceable GI pipe from walls, floors, ceiling and duct etc for refixing or removal to store with all fittings of 40 mm bore complete all as specified and as directed. Note: Excavation/earth work will be measured and paid separately under relevent item.

Taking up/down old unserviceable GI pipe from walls, floors, ceiling and duct etc for refixing or removal to store with all fittings of 25 mm bore complete all as specified and as directed. Note: Excavation/earth work will be measured and paid separately under relevent item.

Taking up/down old unserviceable GI pipe from walls, floors, ceiling and duct etc for refixing or removal to store with all fittings of 20 mm bore complete all as specified and as directed. Note: Excavation/earth work will be measured and paid separately under relevent item.

Taking up/down old unserviceable 50mm bore gate valve of any type from chamber, walls, floors, ceiling and duct etc. with all fittings complete all as specified and as directed.

Taking up/down old unserviceable 40mm bore gate valve of any type from chamber, walls, floors, ceiling and duct etc. with all fittings complete all as specified and as directed.

Taking up/down old unserviceable 25mm bore gate valve of any type from chamber, walls, floors, ceiling and duct etc. with all fittings complete all as specified and as directed.

Taking up/down old unserviceable 20mm bore gate valve of any type from chamber, walls, floors, ceiling and duct etc. with all fittings complete all as specified and as directed.

Taking up cast iron water/sewage mains (including all fittings), with spigot and socket ends and lead joints, 150 bore, including burning off lead joints and recovering lead, for the following bore of pipes, complete all as specified and as directed.

Taking up cast iron water/sewage mains (including all fittings), with spigot and socket ends and lead joints, 100 bore, including burning off lead joints and recovering lead, for the following bore of pipes, complete all as specified and as directed.

Taking up cast iron water/sewage mains (including all fittings), with spigot and socket ends and lead joints, 80 bore, including burning off lead joints and recovering lead, for the following bore of pipes, complete all as specified and as directed.

Taking down street/ security lighting luminaires of any type /any watt from pole after disconnecting all electrical connection complete all as specified and directed.

Taking up old unserviceable burnt, punctured LT, PVC/XLPE cable 1100 volt from trenches/road/floor/poles and wall of any size all as specified and directed.

Dismantling/removing of old damaged rusted steel tubular/PCC Poles of any description and taking asides including all electrical connection, breaking of existing PCC foundation and making good to disturbed surface complete all as specified and directed .

Dismantling of existing unserviceable ACSR conductor of any size from pole and removing from site complete all as specified and directed.

Dismantling of broken, cracked, unserviceable LT pin/shackle insulator of any make and size complete all as specified and directed.

Dismantling of old rusted Cross Arms bracing support, clamps and back plate of any sections from poles setting aside complete all as specified and directed.

Dismantling/removing of unserviceable cradle guard/earth continuity conductor / cradle guard supporting wire of any size and setting aside complete all as specified and directed.

Taking down existing old LT Feeder panel from existing base plate by disconnecting all existing cable connection and refix the same LT Feeder panel in new location, connecting all Incomer and outgoing cable on existing MCCB/MCB with new lugs/thimbles, nut, bolts etc, PCC foundation and pedestal for fixing LT Panel with PCC 1:5:10, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified and as directed.

Excavation over areas n. exc 1.5 m deep & getting out in soft/loose soil complete all as specified and as directed.

Excavation over areas n. exc 1.5 m deep & getting out in Hard/dense soil complete all as specified and as directed.

Excavation over areas n. exc 1.5 m deep & getting out in Soft/disintegrated rock complete all as specified and as directed. Note:- Identification of soft/disintegrated rock during excavation shall be ascertained by CWE through a BOO.

M&L for surface dressing in soft/loose soil n. exc. 15 cm deep complete all as specified and as directed.

M&L for Excavating in trenches, n. exc. 1.5m wide & n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10sqm on plan & getting out in soft/loose soil complete all as specified and as directed.

M&L for Excavating in trenches, n. exc. 1.5m wide & exc. 1.5m but n. exc. 3.0m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10sqm on plan & getting out in soft/loose soil complete all as specified and as directed.

M&L for Excavating in trenches, n. exc. 1.5m wide & n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10sqm on plan & getting out in Hard/dense soil complete all as specified and as directed.

M&L for Excavating in trenches, n. exc. 1.5m wide & n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10sqm on plan & getting out in Soft/disintegrated rock complete all as specified and as directed. Note:- Identification of soft/disintegrated rock during excavation shall be ascertained by CWE through a BOO.

Excavation in post holes (or similar holes) each for soft/loose soil not exceeding 0.5 cum, getting out, returning filing in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm complete all as specified and directed.

M&L for returning, filling in soft/loose soil, including spreading, levelling, watering & well ramming in layers n. exc 25 cm complete all as specified and as directed.

M&L for removing excavated soil n exc. 50m & depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed.

M&L for removing eaxcavated soil material exc. 250m but n.exc 500m and depositing where directed complete all as specified and as directed.

Removing excavated material (soil) to a distance exc 1.50 km but n. exc 5 km and depositing where directed complete all as specified and as directed.

Rolling of formation surfaces by 8 - 12 ton power roller (static and vibratory) in cutting surface to achieve field compaction at least to 98% of modified proctor density of existing soil complete all as specified and as directed. Note:- The rates for rolling include for watering as necessary and consolidating to the required level, gradient or camber, keeping roller wheels wet, if required, filling in hollows and depressions.

M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MORTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and Bridge works, 2013 complete all as specified and as directed.

M&L for laying and compacting 150mm thick (compacted thickness) WMM, laid in two layers of 75 mm each 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 sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber, the finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013 complete all as specified and as directed.

Preparing existing black top surfaces by brushing with wire brushes for removing caked, mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed.

M&L for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 10 kg/10sqm on surface of WMM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified directed.

M&L Premix bituminous macadam with 4% binder content by weight of total mix (using paving bitumen VG-30) laid/rolled and compacted to required gradient and camber rolled/laid with power roller (consolidated thickness 50mm) including preparation of area before laying of macadam complete all as specified and as directed. Note:- i) Exact quantity of binder to be used shall be ascertained by Design mix. ii) Minimum 4% of binder shall be used. However incase more than 4% of binder content is required as per design mix,the same shall be provided by the contractor at no extra cost.

M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 3 kg/10sqm on bituminous surface as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed complete all as specified and directed.

Material and Labour for bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder (paving bitumen grade VG-30) content by weight of total mix spread evenly with mechanical paver to desired thickness and to the correct camber, rolled and compacted to required camber & gradient with 8 to 12 tonne power roller/vibratory roller/double drum or tandem roller as suitable complete all as specified and directed.

M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

M&L for preparation of newly brickwork, stone, concrete, asbestos cement or plaster surface and applying two coats of synthetic enamel paint over a coat of primer of any description over 10cm girth or width, not otherwise described complete all as specified and directed.

M&L for 100 mm thick (Consolidated) moorum/red bajri in formation, berms etc. spreading, compacting and rolling shall be done by 8-12 tonne power roller to required gradient and camber complete all as specified and as directed.

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

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

M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed.

M&L for 15mm thick rendering on fair face of brickwork or concrete surface in cement mortar 1:4 to be finished even and smooth (without using extra cement) complete all as specified and directed.

M&L for preparation of newly plastered surface of wall and applying two coats of cement base paint, white or tinted over a coat of alkaly resistant primer complete all as specified and directed.

S&F PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors as in weep holes complete all as specified and directed.

M&L for loose fillings of aggregates of gauge 40 to 80mm with broken stone/pebbles in weep holes or similar works complete all as specified and directed.

M&L for PCC 1:2:4 Type B1 using 20mm graded aggregate in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

S&F mild steel TMT bar 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hoping ends and binding with and including mild steel wire (annealled ) not less than 0.9 mm dia or securing with clip complete all as specified and as directed.

All as per above item No. 57.00 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified and directed.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work not exc. 200m thick (Horizontal or sloping) fair finished surfaces of concrete flat complete all as specified and as directed.

M&L for RCC type B1 (1:2:4) using 20 mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, deck slabs and in shelves etc. complete all as specified and as directed.

M&L for reinforced concret pipe 300 mm bore, class NP3, laid and jointed complete with collars complete all as specified and as directed.

M&L for concrete bed to 300mm bore drain pipe including packing under and completely surrounding pipes with concrete after they laid in cement concrete 1:3:6 type C-2 complete all as specified and as directed.

M&L for Concrete bed to 150mm bore drain pipes including packing under & haunching against the sides of pipes after they are laid & tested in PCC (1:4:8) type D2 complete all as specified and as directed.

M&L for reinforced concrete pipes 150mm bore, class NP2, laid & jointed complete with collars complete all as specified and as directed.

Cutting holes exc. 400 Sq cm but n exc 0.10 Sqm into or through brick walls built in cement mortar or cement lime mortar & stone walls built in cement mortar and making good in CM(1:3) or PCC(1:2:4) type B-1 as required complete all as specified and as directed.

M&L for rendering 15mm thick on fair face of brickwork or concrete surface in cement mortar 1:4 to be finished even and smooth (without using extra cement) mixed with liquid water proofing compound as per manufacturer instruction complete all as specified and as directed. Note:- Water proofing compoud measured and paid separately.

Supply only liquid integral water proofing compound complete all as specified and as directed.

M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in surface channel /drain complete all as specified and as directed.

M&L Precast cement concrete type B1 (1:2:4) using 20 mm graded aggregate set in CM(1:4) in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including necessary formwork complete all as specified and as directed.

M&L for Mild steel round bars of 6mm to 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to GD-I. IS-432 (Part I) or Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde - E-165) complete all as specified and as directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams, and similar work, verticle or to batter Fair finished surfaces of concrete flat complete all as specified and directed.

Formwork to sides of pillars, posts, struts, piers,columns, and stanchions Rough finished surfaces of concrete Circular on plan Fair finished surfaces of concrete flat complete all as specified and directed.

M&L for RCC type B1 1:2:4 nominal mix using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed.

M&L for RCC type B1 1:2:4 nominal mix using 20 mm graded aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed.

M&L for rendering 10mm thick cement plaster in CM(1:6) on fair faces of brick work or concrete surface finished even and smooth without using extra cement or lime complete all as specified and directed.

S&F rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with & including either hooks & hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails & guides) & hanging, also fastening & fixing complete Fe 410 -W (Gde-E- 250) quality- A, complete all as specified and directed.

S&F Mild steel, plain black sheet 1.00mm thick in wall cladding, steel gates & similar work, cut to size, holes punched, including round headed screws, clout nails or rivets & fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. complete all as specified and directed.

M&L for preparation of new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer width or girth over 10cm not otherwise, described, ,complete all as specified and as directed.

M&L for plain cement concrete (1:3:6), type B-2, (using 40mm graded stone aggregate) in foundations, filling, mass concrete etc complete all as specified and directed.

S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled & countersunk for balusters running bars, for doors,balusters,nosing to steps including embeding in concrete & screwing etc. wind ties for roof including securing bolts, posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., & similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

S&F Mild steel screw bolts (machine made) with hexagonal /square heads at one end & screwed the other/ screwed both ends, each screwed end to be fitted with washers & one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm long dia of shank 11 to 15mm complete all as specified and directed.

Supply only Chain link MS galvaised fencing, any size or type complete all as specified and directed. Note:- Size of aperturer and thickness of GI wire of chain link fencing shall be ascertained by the Engineer in charge or GE.

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

M&L for brickwork with flyash bricks, straight or curved on plan to any radius in half brick thick walls built in CM (1:4) complete all as specified and directed.

S&F GI tube for laying of 'medium grade' galvanised of 50mm bore, with all fittings and fixed complete to walls and ceilings or laid in floors as required at site incl connecting with existing lines complete all as specified and as directed.

All as per Item No-85.00 but of size 40 mm bore pipe.

All as per Item No-85.00 but of size 25 mm bore pipe.

All as per Item No-85.00 but of size 20 mm bore pipe.

Relaying of serviceable 50mm bore GI pipe including all fittings obtained from Item No. 6.00, fixed on walls, ceilings or laid in trenches after thorough cleaning of pipe (both sides) complete all as specified and directed.

Relaying of serviceable 40mm bore GI pipe including all fittings obtained from Item No. 7.00, fixed on walls, ceilings or laid in trenches after thorough cleaning of pipe (both sides) complete all as specified and directed.

Relaying of serviceable 25mm bore GI pipe including all fittings obtained from Item No. 8.00, fixed on walls, ceilings or laid in trenches after thorough cleaning of pipe (both sides) complete all as specified and directed.

Relaying of serviceable 20mm bore GI pipe including all fittings obtained from Item No. 9.00, fixed on walls, ceilings or laid in trenches after thorough cleaning of pipe (both sides) complete all as specified and directed.

Material and labour for fixing GM globe/gate valve 50 mm bore with iron wheel head, screwed both ends for GI pipes, complete all as specified and as directed. Note: Union or long screw have to be provided before fixing of gate valve.

All as per Item No-93.00 but of size 40 mm bore gate valve.

All as per Item No-93.00 but of size 25 mm bore gate valve.

All as per Item No-93.00 but of size 20 mm bore gate valve.

Material and labour for road cutting of WBM/PCC path/road and passing the pipe line below and making the disturbed surface as per existing pattern complete all as specified and as directed.

Supply and laying of Centrifugally cast (spun) Ductile iron pressure pipes with spigot & socket end of 150mm bore, Class K-7, conforming to IS-8329/2000 (latest revision) suitable for (push on) rubber gasket jointing with centrifugally applied inside cement mortar lining with sulphar resistant cement and external metallic zinc coating with a finishing layer of black bitumen coating on external surface suitable for treated water supply and including rubber gasket joint in any lenght laid in trenches complete all as specified and directed.

Supply and laying of Centrifugally cast (spun) Ductile iron pressure pipes with spigot & socket end of 100mm bore, Class K-7, conforming to IS-8329/2000 (latest revision) suitable for (push on) rubber gasket jointing with centrifugally applied inside cement mortar lining with sulphar resistant cement and external metallic zinc coating with a finishing layer of black bitumen coating on external surface suitable for treated water supply and including rubber gasket joint in any lenght laid in trenches complete all as specified and directed.

Supply and laying of Centrifugally cast (spun) Ductile iron pressure pipes with spigot & socket end of 80mm bore, Class K-7, conforming to IS-8329/2000 (latest revision) suitable for (push on) rubber gasket jointing with centrifugally applied inside cement mortar lining with sulphar resistant cement and external metallic zinc coating with a finishing layer of black bitumen coating on external surface suitable for treated water supply and including rubber gasket joint in any lenght laid in trenches complete all as specified and directed.

S&F ductile iron pipes special fittings (Bends any type, radius an angle tapers any type, straight, bend, increasing, decreasing or double socket etc. Tee pieces single branch, 'Y' junction, double branch, cross) all socket and spigot collars type, cap and plugs up to 200mm bore as per site requirement, complete all as specified and directed.

S&F 150 mm bore Cast Iron Sluice valve of Class PN-1.0 with Rising Stem, Hand Wheel Operated, Non-Rising Stainless Steel Stem, Bronze Body Seat Ring including rubber gasket joints, nuts, bolts etc complete all as specified and directed.

Supply, fixing, connecting and testing of Cast Iron Air release valves, ISI marked duly embossed 150mm bore with double chamber, including jointing material rubber gasket complete all as specified and directed.

Drilling and tapping DI/CI/GI water mains pipeline (in position) for branch connections of the internal dia of 150 mm complete all as specified and directed.

Drilling and tapping DI/CI/GI water mains pipeline (in position) for branch connections of the internal dia of 200 mm complete all as specified and directed.

Construction of brick masonry valve pit of size 120cm x 120cm x 90cm (internal dimensions) with one brick thick wall in cement mortar 1:4 on 100 mm thick P.C.C. 1:4:8 type D2 (using 40mm graded broken stone aggregate) as in foundation lean concrete, including PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in bedding and coping and 10mm thick cement plaster in CM (1:4) internally and externally up to 15cm below ground level providing valve pit 40 x 40 x 6mm angle iron frame all-round the fixed point by means of 4Nos holdfast 150mm long made out of flat iron 40 x 6mm embedded in PCC block (1:2:4) type B-1 (using 20mm graded crushed stoned aggregate) of size 230 x 200 x 100mm including provision of hinges welded with angle iron frame and MS cover 3mm thick, MS handle of suitable and size welded with MS cover and suitable locking arrangement including 65mm dia pad lock and applying two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation and earth work in any type of soil complete all as specified and directed.

Construction of brick masonry valve pit of size 45cm x 45cm x 45cm (internal dimensions) with one brick thick wall in cement mortar 1:4 on 100 mm thick P.C.C. 1:4:8 type D2 (using 40mm graded broken stone aggregate) as in foundation lean concrete, including PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in bedding and coping and 10mm thick cement plaster in CM (1:4) internally and externally up to 15cm below ground level providing valve pit 25 x 25 x 4mm angle iron frame all-round the fixed point by means of 4Nos holdfast 150mm long made out of flat iron 25 x 3mm embedded in PCC block (1:2:4) type B-1 (using 20mm graded crushed stoned aggregate) of size 230 x 200 x 100mm including provision of hinges welded with angle iron frame and MS cover 3mm thick, MS handle of suitable and size welded with MS cover and suitable locking arrangement including 65mm dia pad lock and applying two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation and earth work in any type of soil complete all as specified and directed.

Supply and fixing LED street light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.

M&L for sand cushioning (dry) in trenches for protection of UG cables (below, above and around the UG cable laid in trenches) of 230mm spread thickness and consolidated (punned) upto 180mm thickness complete all as specified and as directed.

Materal and labour for cable protection with subclass 'B' bricks old size, laid dry, flat over cable perpendicular across the cable in trenches complete all as specified and as directed.

Supplying, laying, testing and commissioning of LT UG cable, XLPE insulated heavy duty armoured cable of size 400 Sqmm, 3.5 core 1100 V grade, PVC sheathed ,multi stranded aluminium cable in pipe /trench /cable duct /fixed on wall/truss by proper size shaped GI clamps with nut bolts etc including aluminium lugs at both ends of cable and making good the disturbed surfaces complete all as specified and directed.

All as per item No.111 but of size 120 Sqmm 3.5 core.

All as per item No.111 but of size 70 Sqmm 3.5 core.

All as per item No.111 but of size 50 Sqmm 3.5 core.

All as per item No.111 but of size 35 Sqmm 3.5 core.

All as per item No.111 but of size 25 Sqmm 4.0 core.

All as per item No.111 but of size 16 Sqmm 4.0 core.

Supply and laying Galvanised iron pipe light grade of dia 40mm for cable protection in trenches/ducts/floors or fixed on walls/floor/poles etc including suitable fixing arrangement including taking down old 40mm dia. pipe complete all as specified and directed. Note : whenever the protection pipe are to be laid /fixed on pole /wall/other surface the cost of clamping using appropriate size/ type of MS clamp, nuts, bolts etcin deemed to be included in the unit quoted rates.

Material & labour for Flexible PVC insulated multicore FRLS PVC sheathed multistranded copper conductor cable of 1.5 Sqmm x 3 core for voltage grade up to 1100 V conforming to IS 694 : 2010 for connection of light fitting from junction box or from over head conductors to fitting including taking down old cable of dia. 1.5 Sqm any core complete all as specified and as directed.

Supply and fixing in repair street light panel Digital timer (24 Hrs) switch 65 Amp, 3 pole with contractor and MCB TPN 63 Amp including enclosure including fixing arrangement clamp, nut bolt etc. complete all as specified and as directed.

Supply and fixing loop in- loop out fuse junction box of internal dimention 182 x 180 x 1111mm made of FRP sheet (Thermoplastic) with weather proof canopy and locking screw fitted with and including 40 Amp rated 4 way Terminal (connectors) for 3 phase and neutral incoming/outgoing , mounted in the box, fixing on street pole/rail poles including necessary aluminium clamps, suitable glands, lugs and GI nut and bolt including taking down old unserviceable junction box all as specified and directed.

Supply and fixing swaged & welded MS steel tubular poles, overall length 9.00 metre long, respective O/D 114.3 mm x 88.9 mm x 76.1 mm, wall thickness 3.65 mm x 3.25 mm x 3.25 mm, sectional 5.00 mtr x 2.00 mtr x 2.00 mtr as per 410-SP-25(IS: 2713-1980) single swan neck complete with cast iron base plate, final taper plug, pole cap, bolts/nuts, screws/washes, provision of GI bracket arrangement for fixing street light, painting with two coats of black bituminous paint through out internally and externally upto planting depth and two coasts of black and white alternate strips 30 cm each upto 1.2 mtr from the ground level. The remaining external position shall be painted with two coat of aluminium paint, numbering to pole including taking down old MS tubular pole complete all as specified and directed. (Note:- Earth work, PCC work, shall be measured and paid separately.)

Material & Labour for earthing complete with galvanised steel pipe electrode, 40 mm bore medium grade, 2.5 metres length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected with earthing lead of 4 mm dia galvanised iron or steel wire all as shown in Plate No.2 to the earthing test point all as specified and indicated including testing on completion including necessary excavation and earth work in any type of soil, returning filling, disposal of surplus soil, earth pit in PCC 1:3:6 type C-1 using 20mm graded stone aggregate pit, funnel, 20mm dia GI medium grade watering pipe, 20mm dia GI medium grade earth lead protection pipe and pre-cast earth pit cover made of RCC (1:1.5:3) type A1 duly reinforced with 8mm dia TMT bar @150 c/c both ways, one lifting handle made of 10mm dia TMT bar embedded in cover slab and cover, wire, copper lugs etc mesh, chorcoal and common salt in alternate layer of 15cm thick complete all as specified and directed.

Materials and labour for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically 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 m below ground level connetced with galvanised iron strip 32 x 6 mm by means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 40mm bore (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on completion all as specified and as directed.

Supply & fixing LED Aviation light, operating voltage 100-270 Volt AC, 50 Hz, with IP65 protection fixed on pole including fixing arrangement like MS clamp, nut & bolts etc complete all as specified and directed.

Boring under roads with 100 mm bore size including 100 mm dia GI tubing light grade without disturbing the top surface of the road for passing the cable across the road complete all as specified and directed.

Boring under roads with mechanical arrangement with 80 mm bore size including 80 mm dia GI tubing light grade without disturbing the top surface of the road for passing the cable across the road complete all as specified and directed.

Supply,install, testing & commission 3 phase and neutral, 415 volts outdoor type, factory made, CPRI type tested having certification of IEC-61439 (1&2 standard), free standing, floor mounting, dust and vermin proof, cubical type LT panel fabricated from 3.00 mm thick CRCA sheet for outer shell with angle iron frame of 50 x 50 x 6 mm, double door, front and back openable type, double door system, hinged opening, rubber lining, locking arrangement, with anticorrosive coating and finally epoxy polyester powder coating with pure polyster Siemens grey structural RAL-7032 shade, protection class IP-66 fully compartmentalize design with 3 Phase & half nuetral of bus bar made of copper ETP grade suitable for 1000 Amp (suitable size of copper strip for each phase and neutral) pre-wired with suitable size of copper strip/copper wire with colour code for connecting out going MCCB/MCB's, including suitable aluminium earth strips conforming to IS with danger notice plate, necessary cable glands, cable connection with proper lugs, PCC foundation and pedestal for fixing pillar feeder box/LT Panel with PCC 1:5:10, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified with supply and fixing the following accessories :

Supply,install, testing & commission 3 phase and neutral, 415 volts outdoor type, CPRI type tested having certification of IEC-61439 (1&2 standard), factory made free standing, floor mounting, dust and vermin proof, cubical type LT panel fabricated from 3.00 mm thick CRCA sheet for outer shell with angle iron frame of 50 x 50 x 6 mm, double door, front and back openable type, double door system, hinged opening, rubber lining, locking arrangement, with anticorrosive coating and finally epoxy polyester power coating with pure polyster Siemens grey structural RAL-7032 shade, protection class IP-66 fully compartmentalize design with 4 Nos of bus bar made of copper ETP grade suitable for 750 Amp (suitable size of copper strip for each phase and neutral) pre-wired with suitable size of copper strip/copper wire with colour code for connecting out going MCCB/MCB's, including suitable aluminium earth strips conforming to IS with danger notice plate, necessary cable glands, cable connection with proper lugs, PCC foundation and pedestal for fixing pillar feeder box/LT Panel with PCC 1:5:10, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified with supply and fixing the following accessories :

Supply,install, testing & commission 3 phase and neutral, 415 volts outdoor type, CPRI type tested having certification of IEC-61439 (1&2 standard), factory made free standing, floor mounting, dust and vermin proof, cubical type LT panel fabricated from 3.00 mm thick CRCA sheet for outer shell with angle iron frame of 50 x 50 x 6 mm, double door, front and back openable type, double door system, hinged opening, rubber lining, locking arrangement, with anticorrosive coating and finally epoxy polyester power coating with pure polyster Siemens grey structural RAL-7032 shade, protection class IP-66 fully compartmentalize design with 3 Phase & half nuetral of bus bar made of copper ETP grade suitable for 300 Amp (suitable size of copper strip for each phase and neutral) pre-wired with suitable size of copper strip/copper wire with colour code for connecting out going MCCB/MCB's, including suitable aluminium earth strips conforming to IS with danger notice plate, necessary cable glands, cable connection with proper lugs, PCC foundation and pedestal for fixing pillar feeder box/LT Panel with PCC 1:5:10, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified with supply and fixing the following accessories :

Supply,install, testing & commission 3 phase and neutral, 415 volts outdoor type,CPRI approved, factory made free standing, floor mounting, dust and vermin proof, cubical type LT panel fabricated from 3.00 mm thick CRCA sheet for outer shell with angle iron frame of 50 x 50 x 6 mm, double door, front and back openable type, double door system, hinged opening, rubber lining, locking arrangement, with anticorrosive coating and finally epoxy polyester power coating with pure polyster Siemens grey structural RAL-7032 shade, protection class IP-66 fully compartmentalize design with 3 Phase & half neutral of bus bar made of copper ETP grade suitable for 250 Amp (suitable size of copper strip for each phase and neutral) pre-wired with suitable size of copper strip/copper wire with colour code for connecting out going MCCB/MCB's, including suitable aluminium earth strips conforming to IS with danger notice plate, necessary cable glands, cable connection with proper lugs, PCC foundation and pedestal for fixing pillar feeder box/LT Panel with PCC 1:5:10, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified with supply and fixing the following accessories :

M&L for jointing heat shrinkable 1100 volts XLPE straight joints for PVC armoured heavy duty underground cable including joint kits complete for making joints suitable for aluminium Conductor cable 6 to 16 sqmm 4 core 1100 volts grade and necessary testing after jointing, complete all as specified and directed.

M & L for jointing heat shrinkable 1100 volts XLPE straight joints for PVC armoured heavy duty underground cable including joint kits complete for making joints suitable for aluminium Conductor cable 25 to 50 sqmm 3.5 core 1100 volts grade and necessary testing after jointing, complete all as specified and directed.

Supply & jointing heat shrinkable 1100 volts XLPE straight joints for PVC armoured heavy duty underground cable including joint kits complete for making joints suitable for aluminium Conductor cable 150 to 185 sqmm 3.5 core 1100 volts grade and necessary testing after jointing, complete all as specified and as directed.

Supply, laying, jointing unarmoured Jelly Filled Cable (JFC) of 20 Pairs 0.9mm dia. size complete all as specified and as directed.

M&L for sand cushioning (dry) in trenches for protection of JFC cables (below, above and around the JFC cable laid in trenches) of 150mm spread thickness before laying of JFC cable and 150mm spread thickness after laying of JFC cable, consolidated (punned) upto 250mm thickness complete all as specified and as directed.

Supply and fixing 20 pairs joint kit complete all as specified and as directed.

Supply and fixing of Route Maker (150cm long steel rod with a 15cm dia. Engraved metal disc) complete all as specified and as directed.

Supply and fixing of Joint Maker (150cm long steel rod with a 15cm dia. Engraved metal disc) complete all as specified and as directed.

Supply, laying and jointing of 48 core Opticle Fibre Cable wavelength 1310/1550nm (double window) HDPE sheath complete all as specified and as directed.

Supply, laying and jointing of 24 core Opticle Fibre Cable, unarmoured wavelength 1310/1550nm (double window) HDPE sheath complete all as specified and as directed.

Supply and fixing of Joint Enclouser complete all as specified and as directed.

Supply and fixing HDPE pipe 40mm outer dia. of pressure rating 6 kgf/cm2 laid in trenches complete all as specified and as directed.

Supply and fixing of concrete Route Maker, painting & sign writing as per BSNL norms, Iron Router maker of size 76cm rod with plate installed at distance of 100M complete all as specified and as directed.

M&L of splicing charges for any size Opticl Fibre Cable (OFC) complete all as specified and as directed.

M&L for construction of manhole of size (1.2 dia. x 1.7m depth) using M-30 grade precast cemented ring (each ring of size 1.2M dia., width 0.3 M and thickness 7.5 cm) cement concrete in foundation, filling and mass concrete 100mm thick PCC 1:4:8 type D2 (using 40mm graded broken stone aggregate) including excavation in trenches, precast cement concrete type B1 (1:2:4) for manhole cover with double reinforced with 8mm dia. TMT in two part with 02 Nos steel rings 8mm dia. complete all as specified and as directed.

Note :- Laying of JFC and OFC cable shall be as per BSNL Norms, Regulation and Conditions.

Note:- Schedule of cedit (Sch 'A' Part- II) amount of Rs 1,68,630.00 shall be deducted from the total quoted amount of BOQ.

STAR ENTERPRISES

M/S Anil Enterprises

M/S. CONCO CONSTRUCTION

D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED

BHOWMICK ENTERPRISES INDIA