PROVN OF INTERNAL ROAD AND BRIDGE UNDER GE (NORTH) MAMUN

Amount

Surface dressing not exceeding 15cm deep in soft/loose soil complete all as specified and directed.

Surface excavation not exceeding 30cm deep & averaging 15cm deep and getting out in any type of soil complete all as specified and directed.

Excavation in trenches not exceeding 1.50metre wide and not exceeding 1.50metre in depth for foundation,etc.or for shafts , wells, cesspits, manhlole, pier holes or for laying of cables or for foundation of poles etc; not exceeding 10 sqm on plan and not exceeding 1.5metre in depth and getting out in any type of soil complete all as specified and directed.

All as per serial item No. 03 here-in-above but depth exceeding 1.50metre and not exceeding 3.00metre.

Rough excavation, not exceeding 1.50m deep & getting out in any type of soil complete all as specified and directed.

Earth work in excavation by mechanical means (hydraulic excavator) over areas (exceeding 30cm in depth, 1.5metre width as well as 10sqm on plan) in any type of soil including getting out and disposal of excavated earth lead upto 50 metre and lift upto 1.50metre complete all as specified and directed.

All as per serial item No.06 here-in-above but depth exceeding 1.5metre and not exceeding 3.0metre.

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

Removing excavated materials to a distance not exceeding 50metre & depositing where directed at a level not exceeding 1.50metre above the starting point complete all as specified and directed.

Removing excavated material to a distance exceeding 50metre but not exceeding 100metre and depositing where directed at a level not exceeding 1.5metre above the starting point complete all as specified and directed.

Removing excavated material exceeding 100metre but not exceeding 250metre & depositing where directed at a level not exceeding 1.50metre above the starting point complete all as specified and directed.

Removing excavated material exceeding 250metre but not exceeding 500metre & depositing where directed at a level not exceeding 1.50metre above the starting point complete all as specified and directed.

150mm thick Soling (or sub base) with broken boulders or Quarried stone interstices filled surface formed and rolled and consolidated to required gradient and camber required by using 8 to 12 tonne power road roller complete all as specified and directed.

150mm thick (compacted thickness) WBM (two layers of 75mm thick each) with coarse aggregates granite trap or basalt of grading 2(63 to 40mm size) or of grading 3(50 to 20mm size) spread, rolled and consolidated to required gradient and camber by using 8 to 12 tonne power road roller complete all as specified and directed.

Rolling & consolidation of formation surfaces in cutting by power driven roller having capacity 8 to 12 tonne complete all as specfied and directed.

Preparing unsurfaced water bound macadam 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 directed.

Applying evenly a priming/ tack coat (VG-10) with bituminous primer @ 10kg per 10square metre paving bitumen complete all as specified and directed.

Applying evenly a priming/ tack coat (VG-10) with bituminous primer @ 5kg per 10square metre paving bitumen complete all as specified and directed.

Premixed bituminous macadam, laid/ rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with Paving bitumen (VG-30) @ 4% by weight of total mix, mixed in hot mix plant and laid by using self propelled mechanical paver, rolled & compacted to required gradient & camber by using 8 to 10 tonne power roller/ tendem viberating roller to achieve uniform smooth surface complete all as specified and directed. NOTE:- Bitumen macadam shall be laid complete as per para 20.B.3 of SSR Part-I (specifications)-2009.

Preparation of newly laid black top/ existing black top surface of road & laying bituminous premixed semi dense asphaltic concrete, 40mm thick (consolidated thickness) by using binder contents (bitumen VG-30 grade) @ 5.5% by weight of total mix, mixed in hot mix plant & laid by using self propelled mechanical paver, rolled & compacted to required gradient & camber by using 8 to 10 tonne power roller/ tendem viberating roller to achieve uniform smooth surface complete all as specified and directed. NOTE:- The combined grading of aggregates shall be as per para 20.B.2.5.4(d) and 20.B.4 of SSR Part-I (specifications)-2009.

Precast cement concrete M-15 (Nomial mix), type B-1 (using 20mm graded crushed stone aggregates) as in kerb stones, set in CM 1:4, complete all as specified and directed.

Preparation of new untreated surface of brick, stone, concrete or plaster surfaces of any description over to 10 cm girth or width, not otherwise described and applying two coats of synthetic enamel paint any tint over priming paints plaster coat complete all as specified and directed.

Repair to pot holes any depth, not exceeding 1Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths,etc. cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) on old road complete all as specified and directed.

Road marking strips 2.5mm thick (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe heater, driven by experienced operator on road surface complete including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc and complete as per direction of Engr-in-Charge and accordance with applicable specification complete all as specified and directed.

Semi dense asphaltic concrete bituminous (VG-30), Design Mix, premixed carpet 30mm consolidated thickness with 5.5% binder content by weight of total mix, mixed in hot mix plant and laid by using self propelled mechanical paver, rolled and compacted to required camber by using 8 to 10 tonne power roller/ tendem viberating roller to achieve uniform smooth surface complete all as specified and directed. NOTE:- The combined grading of aggregate shall be as per para 20.B.2.5.4(d) and 20.B.4 of SSR Part-I.

Preparation of blacktop surface 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 directed.

Solar road stud having 6 LED of colour red/ yellow house in plastic body cell battery and light sensor well protected in side polycarbonated sheet device protected with power coated wire mesh cage system mouted over 80mm dia steel tube powder coated of length 900mm having sheet footed for firm grip to ground (system workable for 8 to 10 hours) complete all as specified and directed.

Solar cat eye having 3 LED/ side of colour red/ yellow to a side (6 Nos) house in tough pressure dia casted aluminium alloy of size 125 x 125 x 25mm with built in steam of suitable length for fixing with apoxy LED solar cell battery and light sensor well protected in side under tough cable for 2 to 3 days (night) after full charge in 8-10 hours complete all as specified and directed.

Stainless steel round road delineator having reflector type red/yellow colour in plastic body protected in side polycarbonated sheet, protected with powder coated wiremesh cage system mouted as approved by GE.

Reflective type cat eye having colour red/yellow to a side, casted aluminium alloy of size 100 X 100 X 20mm with built in steam of suitable length for fixing with protected in side as approved by GE.

Information board with ACP sheet retroreflective writing one side size 600mm x 900mm made around of reflective intensive tape duly fixed on angle iron frame 40 x 40 x 4mm frame with aluminium sheet both side 2mm thick as required with PCC ,1:4:8, type D-1 (using 20mm graded crushed stone aggregates) for post and PCC, 1:2:4, type B-1 (using 20mm graded crushed stone aggregates) for platforms size 5'x3' complete all as specfied and directed by Engr-in-Charge.

Hardcore of guage not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rolled/ rammed to a true surface complete all as specified and directed.

Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed, bedded in cement mortar 1:3, joints 20mm thick, grouted in cement mortar 1:2 with an admixure of metallic floor hardner, 5% by weight of cement & struck flush complete all as specified directed.

Plain Cement concrete, M-15, 150mm thick, type B-2 ( using 40mm graded crushed stone aggregates ) as in sub base complete all as specified and directed.

Plain Cement concrete, M-10 (nominal mix), type C-2 (using 40mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and directed.

Brick work with fly ash bricks straight or curved on plan exceding 6.0 mean radius built in CM 1:4 complete all as specified and directed.

Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces, finished fair & even complete all as specified and directed.

Reinforced concrete pipes, 600mm dia, class NP-2 laid & jointed complete with collars complete all as specified and directed.

100 mm thick, PCC, M-10, type C-2 (using 40mm graded crushed stone aggregates) as in sub base complete all as specified and directed.

Cement concrete work in pavement / hard standing of flexural strength 40kg/Sqcm in field using 400kg of cement per cubic metre, thickness of concrete 25cm or less as in flooring, laid in panel concrete including all necessary form work complete all as specified and directed.

Forming construction joint 10mm wide & 100mm deep for concrete slab filled with sealing compound grade 'A' complete all as specified and directed.

Forming 12mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade 'A' (thickness of concrete slab 200mm) complete all as specified & directed.

Forming contraction (dummy) joint 10mm wide & 60mm deep & filled with sealing compound grade 'A' complete all as specified and directed.

RCC concrete pipe NP-2 150mm bore, laid in trenches complete all as specified and directed.

Plain Cement concrete (nominal mix), M-7.5, type D-2 (using 40mm graded crushed stone aggregates) as in foundations, filling and mass concrete complete all as specified and directed.

Stone boulder pitching with grouting in CM 1:6 complete all as specified and directed.

Plain Cement concrete, M-15 (nominal mix), type B-2 (using 40mm graded crushed stone aggregates) as in foundation, filling & mass concrete complete all as specified and directed.

Walling of Random rubble stone masonry, uncoursed, brought upto courses, bedded, well bonded & solidly hearted, built in CM 1:6 and pointing the dressed surface in same mortar complete all as specified and directed. Note:- If PCC bond stones are used in lieu of stone bond stones the same shall be measured and paid separately.

RCC, M-30 (design mix) as in foundation, basement slab, plinth beam, base of columns etc; complete all as specified and directed.

RCC M-30 (design mix) as in Wall, basement wall, ballast wall & like any thickness complete all as specified and directed.

RCC M-30 (design mix) as in slabs supported on walls, beam & columns etc; complete all as specified and directed.

Use and waste of form work flat to sides of concrete foundation, footings, bases of columns and similar work for rough finished surface of concrete complete all as specified and directed.

Form work to face of walls, retaining walls, abutments as in flat and fair finished surface of concrete complete all as specified and directed.

Form work to soffits of suspended slab such as roof slabs , floor slabs fair finished flat surfaces of complete all as specified and directed.

Form work to sides of slab (exceeding 200mm but not exceeding 300mm) fair finished flat surfaces of concrete complete all as specified and directed.

Mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking bending spirally for hopping for columns , hooking ends & binding with mild steel wire (annealed ) not less then 0.9mm dia or securing with clips, complete all as specified and directed.

Forming embankment not exceeding 1.5metre high from base, including lowering/ raising of earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required shape and size complete all as specified and directed. NOTE:- Quantity obtained from serial item Nos. 5, 6 & 7 shall be used.

Forming embankment exceeding 1.5metre but not exceeding 3metre high from base, including lowering/ raising of earth, spreading in layers, watering, ramming/ rolling and finishing to required shape and size complete all as specified and directed. NOTE:- Quantity obtained from serial item Nos. 5, 6 & 7 shall be used.

Grubbing up tree trunk (girth of tree exceeding 30cm and not exceeding 100cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50metre & clearing site, complete all as specified and directed.

Grubbing up tree trunk (girth of tree exceeding 100cm and not exceeding 150cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50metre & clearing site, complete all as specified and directed.

Grubbing up tree trunk (girth of tree exceeding 150cm and not exceeding 200cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50metre & clearing site, complete all as specified and directed.

Grubbing up tree trunk (girth of tree exceeding 200cm and not exceeding 250cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50metre & clearing site, complete all as specified and directed.

Grubbing up tree trunk (girth of tree exceeding 250cm and not exceeding 300cm) including cutting of trunk portion protruding over ground, digging out roots, filling holes & leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding. 50 m & clearing site, complete all as specified and directed.

Brick work with Sub Class 'B' bricks, straight or curved on plan exceeding to any radius in half bricks thick wall, built in CM 1:4 as complete all as specified and directed.

Brick work with Sub Class 'B' bricks straight or curved on plan exceeding 6.0metre mean radius, built in CM 1:4 complete all as specified and directed.

Plain cement concrete, M-15, type B-1 (using 20mm graded crushed stone aggregates) as in copings, roofs kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm in height, coping including necessary form work kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly, rounded or chamfered angles and throating including necessary form work complete all as specified and directed.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc; complete all as specified and directed.

Precast reinforced cement concrete, M-10, type C-1 (using 20mm graded crushed stone aggregates), nominal mix, as in bond stone, set in CM 1:6 complete with joints to match complete all as specified and directed. (Note: Quoted rate shall be net and no separate deduction of volume occupied by PCC bond stones shall be made from the stone masonry)

Extra over stone walling for hammer dressing with depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones and dressing of face beds and joints as specified of random rubble walling with granite or trap stone uncoursed or brought upto courses complete all as specified and directed.

Raised pointing to random or polygonal rubble walling, uncoursed, in CM (1:3) complete all as specified and directed.

PVC (SWR) pipe 110mm dia low density of pressure rating 10 Kg/Sqcm single socketed, in any length with rubber ring joints, fixed to walls as in retaining wall complete all as specified.

Hand packing (any thickness) of broken stone or boulder at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed.

Reinforced cement concrete, M-25 (Design mix) using 20mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified.

Reinforced cement concrete, M-25(Design Mix) using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls and the like, etc complete all as specified and directed.

Soling (or sub base) with broken boulders or quarried stones, inter stices, filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

Mild Steel TMT bar 6 to 8mm dia and over up to and including 10mm dia cut to length, bent to shape as in stirrups, spacers and binders complete all as specified and directed.

Shingle filling in floor or pavings, laid in layers not exceeding 15cm thick, spread, levelled & blinded with earth and rammed including watering complete all as specified and directed.

Sub class ‘B’ bricks, old size, laid dry, flat, over the cable abutting each other, length of cable equal to width of brick complete all as specified and directed.

Sand cushioning for underground cable (8cm before laying the cable and 15cm after laying and stretching the cable) laid and punned down to form a bed of minimum 23cm thickness. The punning shall be done by hand complete all as specified and as directed by Engr-in-Charge. (NOTE:- only punned thickness of 18cm shall be considered for measurement purpose)

40mm dia bore, galvanized steel water tubing (light grade) for protection of cable fixed to Poles/Road crossing including suitable size clamps with all fitting and fixed complete to walls and ceilings or laid in floors/fixed to poles/or passing under road crossing, complete all as specified and as directed by Engr-in-Charge.

Plain cement concrete, M-10, type C-1 (using 20mm graded crushed stone aggregrates) as in coping of poles and foundation of stay complete all as specified & directed.

Supply, laying, jointing and testing, XLPE LT cable 1100 volts grade of cross sectional area 35Sqmm, 3.5 core as per IS-7098 Part-I, XLPE insulated aluminium conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe laid under floors, road etc; fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc; complete all as specified and as directed by Engr-in-Charge.

Supply, laying, jointing and testing, XLPE LT cable 1100 volts grade of cross sectional area 25Sqmm, 4 core as per IS-7098 Part-I, XLPE insulated aluminium conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe laid under floors, road etc; fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc; complete all as specified and as directed by Engr-in-Charge.

Supply, laying, jointing and testing, XLPE LT cable 1100volts grade of cross sectional area 16Sqmm, 4 core as per IS-7098 Part-I, XLPE insulated aluminum conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe laid under floors, road etc; fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc; complete all as specified and as directed by Engr-in-Charge.

Supply, laying, jointing and testing XLPE LT cable 1100 volts grade of cross sectional area 6Sqmm, 2 core as per IS-7098 Part-I, XLPE insulated aluminium conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe laid under floors, road etc; fixed concealed in walls encased in GI pipe connecting with suitable size of lugs and cable glands etc; complete all as specified and as directed by Engr-in-Charge.

Earthing complete with galvanised steel earth plate of size electrode 600mm x 600mm and 6mm thick, buried directly in ground (earth pit not less than 2.25metre deep below normal ground level) with top edge of the plate not less than 1.5metre below normal ground level, connected to the GI strip of size 32mm x 6mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No 3 of SSR-2009, Part-I, (Specifications) and connecting to feeder pillar box and transformer including testing on completion protected by provision of GI medium grade pipe 40mm bore dia including provision of 40mm thick cover of RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregates), reinforced with XPM (weight not less than 4kg per sqm) and frame of angle iron 40mm x 40mm x 3mm and with 6mm dia MS bar handle made of shape, GI medium grade 20mm bore pipe of suitable length for watering perforated at bottom, placed on top edge of earth plate, common salt and charcoal filling, funnel, wire mesh and earth work in any type of soil including returning ,filling in & removal of surplus soil to a distance not exceeding 50metre complete all as specified and as directed by Engr-in-Charge.

Earthing complete with Galvanised steel earth plate electrode of size 600cm x 600cm and 6mm thick buried directly in ground (earth pit not less than 2.25metre deep below GL) with top edge of the plate not less than 1.5metre below the normal ground level connecting to galvanized earth lead wire 4.00mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel and earth lead protected by provision of GI medium grade pipe 15mm bore dia including 40mm thick cover of RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregates) reinforced with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 40mm x 40mm x 6mm with 6mm dia MS bar handle made of shape, GI medium grade 20mm bore pipe for watering of suitable length placed on top edge of earth plate, common salt and charcoal filling, with fixing arrangements, funnel, wire mesh and earth work in any type of soil including returning, filling in and removal of surplus soil to a distance not exceeding 50metre complete all as per plate No 03 of SSR-2009 Part-I (specification) and connecting to earth test point all as specified or indicated including testing on completion complete all as specified and as directed by Engr-in-Charge.

LED street light 60 Watt, 230 volts with surge protection not less than 4 KV inbuilt in driver & minimum 10 KV separate in the light housing, power coated pressure die cast aluminimum housing, IP 65 protection, high power LED street light with heat resistent toughened glass lens and making electrical connections with twin core twisted copper conductor flexible copper wire of suitable size from street light to junction including street light mounting bracket ,fabricated to shape, made out of GI pipe, light grade, 40/50mm bore, 120cm long for mounting on PCC/Steel poles including 02 X MS clamps of 30 x 5mm size with nut, bolt, washers etc and painting with two coats of aluminium paint over a coat of red oxide complete all as specified and as directed. Notes:- 1. Driver shall be potted antivibration type. 2. LM-79 and LM-80 for 50000 burning hours 3. CRI (Colour Rendring Index) of fixture shall be > 70. 4. CCT (Colour Correlated Temprature of fixture shall be 5700K ± 300 K. 5. System Lumen Efficacy shall be > 120Lm/W 6. 10 KV separate Surge Protection shall be provided as a part of fitting. 7. PCB used shall be MC PCB type. 8 The fittings shall have arrangement so that maintenance required, if any, can be carried out from Top cover. 9. Name of manufacturer should be embossed on fitting.

Junction box water proof outdoor type made out of SMC of inside dimensions 300 x 200 x 105mm single door type hinged with locking arrangement front operated with one number MCB 06 Amps SP capacity for housing 3 phase and neutral busbar including connecting the incoming/outgoing cables including cable glands SMC coated clamps bolts etc all as directed and fixed to the existing poles with mild steel flat of size 25mm x 4mm complete all as specified and directed.

Steel tubular swaged poles (Factory made), type -410 SP-31 (09 metres long) with 300mm x 300mm x 6mm mild steel plate continuously welded to Pole, finial tapper plug, bolts, nuts and screws and making holes as per requirement all as specified including factory painted with two coats of black bituminous paint internally throughout and externally for embedded portion over one coat of red oxide primer, marking 05 Nos strips, each 30cm high with synthetic enamel paint (Black and yellow/white) from ground level/coping upto 1.5metre height of pole including painting with two coats of aluminium paint for remaining height complete all as specified and as directed by Engr-in-Charge (NOTE:- Excavation, earth work and PCC in coping/ foundation shall be measured and paid separately under respective items)

PVC insulated PVC sheathed multicore flexible copper cable conductor of 1100 Volts grade conforming to IS-694/2010 of size 1.5Sqmm, 3 core with 20mm PVC conduit pipe for protection of PVC copper cable including suitable clamps, nuts, bolts and washers complete all as specified and as directed by Engr-in-Charge.

Supply, fixing, installation and testing of 40 Watt capacity, LED Solar light system, with 2 days autonomy, having dust and water proof properties (IP-65 Rated) Solar street light system all in one integrated solar street light with PIR sensor inbuilt battery, including mono crystalline silicon solar panels with high efficiency MPPT charge controller, intelligent control module and sensor with diming capabilites for power sane, high efficiency, high lumen LED modules more than 90% efficiency, system efficiency more than 95%, view angle 120 degree, lumen flux system efficiency 120 lumen/watt, over current protection short circuit protection, lighting protection, CRI>70 light charging indication (green light), temperature compensated charging and discharging work well in cold and hot environment, polarity protection, low voltage (Red light), high performance lithium ferrophosphat battery of 12.8 Volt, 35 Ah capacity or as per latest manufacturer design (tested on high temp) complete all as specified and as directed by Engr-in-Charge. NOTE:- (a) The complete 40 Watt LED solar light system shall have minimum five years replacement warranty as given by the manufacturer. The same shall be submitted by the Contractor along with original purchase vouchers during claiming payment for the same in the RAR's for Department Record duly verified by the Engr-in-Charge & counter signed by GE & kept on record. (b) The quoted rate for this item shall deemed to be included this aspect also, No claims whatsoever shall be admissible on this account at the later stage. (c) The defect liability period of LED light shall be 05 years from the certified date of completion & the contrator shall replace/repair the defective fittings within 07 days after handing over to Contractor for replacement/repair. (d) CA No shall be written on each fiting before installation. (e) The name of manufacturer to be embossed on the fitting. (f) The fittings shall have arrangement so that maintaince required, if any, can be carried out from Top cover.

Excavation by trenches less technology boring of holes under road pavement, hard standing by trenchless technology using ultra sound technique and necessary machineries including HDPE pipe of 150mm dia suitable for 0.4Mpa working pressure complete all as specified and directed.

GI tubing, medium grade, 80mm bore with base plater erected or pipe fixed or ground including fixing arrangement febricated made out of galvanized iron flat iron of size 40mm x 5mm, duly painted with two coats of aluminium paints over a coat of primer, suitable for galvanized iron nuts and bolts, platform shall be as per manufacturer's design (deemed to be included in the quoated rate of item) complete all as specified and as directed.

RSP Contractors India Private Limited

Shekhar Enterprises

A.V BUILDERS

M/S BHARAT CONSTRUCTIONS

Elite Builders

Sandeep Kumar

GAANESHKARTIKEY CONSTRUCTION PVT. LTD.

M/S RAJINDER SINGH