Nava Raipur Atal Nagar Vikas Pradhikaran Tender

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Nava Raipur Atal Nagar Vikas Pradhikaran Tender

Works
Bridge Construction
Civil And Construction
Road Construction
Opening Date18 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 75,31,30,997 
Notes
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Costs

Summary

Construction Of Road Over Bridge ( Rob ) At R-vzm Branch Line Connecting Road No. 2

Description

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BOQ Items

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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. Pile diameter-1000 mm

1092

12595

13753740

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Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only Lateral load test

56

75000

4200000

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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. Using Batching Plant, Transit Mixer and Concrete Pump RCC Grade M35

598

5960

3564080

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Levelling course for Pile cap (Providing and laying of P.C.C.M- 15 levelling course 100mm thick below the pile cap.)

53

4519

239507

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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

305

68693

20951365

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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). Height 5m to 10m R.C.C. Grade M-35

1089

6647

7238583

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200

158

69002

10902316

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material

182367.47

905

165042559.65

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

5764

1926

11101464

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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H Specifications complete as per drawing and approved technical specifications.

32760

312

10221120

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). PSC Grade M-40 For Solid Slab Super Structure For T-beam & slab Using Batching Plant, Transit Mixer and Concrete Pump Height above 10m

2604

8043

20943972

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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications

156

70101

10935756

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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304)

1961

1874

3674914

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Drainage Spouts complete as per drawing and Technical specifications of section 2705

251

2007

503757

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

77

4437

341649

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Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

153

9467

1448451

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Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size ,shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004. 60mm thick Plain precast interlock concrete block

3062

497

1521814

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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)

145

11124

1612980

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Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)

1000

850

850000

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Providing and fixing for hand railing top of crash brier including cost of material complete as per approved drawing

1961

600

1176600

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Fabrication of steel girders as per approved drawings for composite structure i.e (Stell +RCC) of super structure of the Road Over Bridge with mld steel confirming to IS:2062-2011 wit all rivets, nuts bolts etc. with materials, fabrication, machinery, templates, masterplates, jig, fixtures, equipments tools and of approval quality, ISI mark paint, transportation, skilled/ unskilled labour, i/c all taxes, all leads & lifts, descent, loading, unloading, crossing one or more railway track if required etc. complete and as per technical specifications section 1900 of MORT&H. The rate is inclusive of transportaion of fabricated girder parts to site by all means and cost.The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly and painting, 1st priming coat zinc chromate yellow (IS 104 latest version) After fabrication in workshop first primer coat zinc chrome yellow(IS 104 latest version) will be applied to all parts except flooring system. The rate shall also be inclusive of san blasting and metalixing as per (RS BI-2001 Appendix VIII IS 6585. and the 2nd primer coat of zinc chrome red oxide IS 2074 and 1st finishing coat of Aluminium paints to IS 2339 will be applied on the girder parts before transportation of girder parts befre transportation of girder in all respect. NOTE: * The Girder shall be fabricated by the approved vendors of RDSO only and as per approved QAP & WPSS, from Railways. * All weld are to be made by approved welder using approved welding procedures.

2057

125000

257125000

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* The rates are deemed to include cost of rivets, drifts, bolts & nuts reverting/ welding etc. * The rate shall be inclusive of any temporary arrangement strengthening of members if required in connection with launchind of girders and restoring it back as per original standard drawing. * On completion of work the contractor shall clear all temporary staging and other arranements, obstruction and restore it to its original position. * Contractor has to ensure proper camber as per drawing, irrespective of launching scheme.* The rate are deemed to include all labour, tools, plant, equipment, machinery, cranes etc, all leads lifts, fuel electrical charge etc, complete for all materials unless specified otherwise. * All butt welds are to be examined radio graphically. All other welds may be examined by radiographic or any other non-destructive flaw detection method or by magnetic particle flaw detection method as per IS 3658 and 3703. * Detailed launching scheme along with design of form work should be got done from a reputed design consultant having past experience of similar type of work and to be submitted to the railwyas approval and nothing extra will be paid on this account. * Al layers of painting should be seperately got apprived as per approved QAP & WPSS nominated representatives. * All Structural steel shall confirm to Grade 'B' specifications except for rolled section (Angles, channels, I-section). For Rolled sections Grade 'A' steel may be used.

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Assembling, riveting, wherever required with all rivet materials, weld materials, bolts, service bolts, erection and launching of Steel girder span to railways approved draiwings with ancillary steel structures fixed to the girder where necessary in prope level and alignment and as per technical specifications section 1900 of MORT&H. The rate shall be inclusive of supply, erection and dismantling of staging and scaffolding and other temporary of staging and scaffolding and other temporary arrangements required for the pupose of assembly, erection and launching of girders. The rate shall be inclusive of cold straightening of deformed and bent girder parts before/ after their assembly. all the Girder parts will be given 2nd finishing coat of aluminium paint (IS:2339 latest version) after assembling and erection at the site and after touching up the primer and finishing coat if damaged in transit with all labours, tools and plants, materials, paint and primer etc. complete as required.

2057

26400

54304800

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Providing reinforced earth structure (RE wall) with Geogrid by providing all required materials such as pre cast facia panels/ facia bloc, in M-35 (As per specifications and approved design & drawing) steel reinforcement (Fe-500) Friction ties, Polymeric loops. Anchor pin including necessary soling 300mm depth and bed concrete in M-20 grade 250mm depth as directed by Engineer in charge. Casting leveling pad for fixing facia panels/ block in line & level as per appoved draiwing & specifications. (Note:- The compacted earth filling to be retaining shall be part of embankment and the same is to be worked out, provided and paid separately as per specifications)

12955.1

4900

63479993.65

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Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.

2935

95

278825

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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

5400

223

1204200

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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

20373

250

5093250

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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing close graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method for grading- I Material Grade-III Material as per MORTH 5th Rev.

8971.56

1423

12766527.03

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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

8935

1432

12794920

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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.

-

-

-

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on WBM/WMM surface @0.85 Kg/sqm.

4222

64

270208

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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared ituminous/granular surface cleaned with mechanical broom and as per clause 503.

-

-

-

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Bituminous surface @ 0.25 kg /Sqm

5583

15

83745

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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 40-60 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.) With sensor paver finisher for Grading II (19 mm nominal size bitumen content 4.5%)

1644.85

8148

13402237.8

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Bituminous Concrete (Providing and laying bituminous concrete with 40-60 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) With sensor paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 %

1316

10092

13281072

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Cast in Situ Cement Concrete M20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)

240

383

91920

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Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29,prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

1704

297

506088

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

1218

707

861126

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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)

1774

3150

5588100

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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.

-

-

-

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Bituminous courses

133

542

72086

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Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead upto 1000 meter and as per relevant clauses of section-200.

180

11

1980

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Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing)

-

-

-

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60 cm equilateral triangle

4

3128

12512

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60 cm circular

4

8552

34208

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80 cm x 60 cm rectangular

4

6533

26132

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90 cm high octagon

4

8552

34208

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of asonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in

-

-

-

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Lime / Cement Concrete

-

-

-

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Cement Concrete Grade M-15 & M-20

9

348

3132

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Prestressed / Reinforced cement concrete grade M-20 & above

116

908

105328

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Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and disturbed soil sample) and test including preserving core samples as per specifications.

-

-

-

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Beyond 5.0 m depth

1092.8

1475

1611880

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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.

-

-

-

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Group of two or more piles upto 50 tonne Safe capacity

-

-

-

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Routine test (Test Load 1.5 times the Safe capacity)

116

38131

4423219.2

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Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

-

-

-

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150 mm dia pipe.

778

440

342320

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Providing and planting of 3‟0” to 4‟0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

10

935

9350

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Providing and planting of 4‟0” to 5‟0” heighted Ficus prestige/Blackiana plants with 1‟6” x 1‟6” depth pit formation and soil preparation, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

10

660

6600

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Providing and planting of dwarf red Ekalyha plants showing mass effect view with 0‟9” x 0‟9”x1‟0” depth pit formation and soil preparation work‟s, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

10

72

720

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Supplying and laying following sizes one number XLPE, steel armoured, aluminium conductor power cable of 11 KV grade in existing RCC/HUME/STONEWARE/METAL/masonry open duct as required. 3C X 120 sqmm

600

1180

708000

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Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminum conductor cable of 11 KV grade as required : 120 sqmm

8

4058

32464

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Supplying and making STRAIGHT THROUGH cable jointing with heat shrinkable cable jointing kit including ferrule and other jointing materials, for following size of 3 core, PILC aluminum conductor cable of 11 KV grade as required : 120 sqmm

2

9661

19322

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Earthing with G.I. earth pipe 3.0 mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.

75

3243

243225

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Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as required

2

6209

12418

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Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification.

5

513

2565

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Supply and laying of 25x6 mm GI strip along with cable and making connections firmly with accessories hard wardres etc required for completenences and as per attached specification direction of engineer ,CGPWD standards and electrical inspectorate standards and connection

500

94

47000

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Supplying and erecting chain link mesh fencing for electric sub-station switch yard of 2.5 m approx. height from ground level using angle iron size 50 X 50 X 6 mm erected in C.C.foundation 15 X 15 X 40 cm deep at every 2 metre fitted with flat iron support of size 25 X 6 mm on top, bottom and mid way and chain link mesh 50 x 50 mm aparture and 4 mm dia G.I. hard wire securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins to the angle iron at every distance of 30 cms, by iron studs complete duly painted with one coats of red oxide and two coats of approved colour paint as per CSPDCL standards and direction of EIC.

60

511

30660

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Supplying and erecting MS gate of approx. size 3.0 m (W) x 2.0 m (H) in two laps for electric sub-station switch yard fencing frame made of angle iron size 50 X 50 X 6 mm on top bottom and sides fitted with flat iron support of size 25 X 6 mm on mid way horizontaly and square bar of size 8 mm at every 100mm vertically including 3 sets of heavy duty MS hinges and aldrop complete duly painted with one coats of red oxide and two coats of approved colour paint as per CSPDCL standards and direction of EIC.

6

1038

6228

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Supplying and spreading hard stone aggregate 25 mm size in out door switch as per direction of engineer -in-charge

6

906

5436

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Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted/ welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.

6

309

1854

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Providing brick masonry work in cement mortat 1:4 (1 cement : 4 coarse sand) with well burnt clay modular bricks having compressive strength not less than 25kg/sqmm at all levels including scaffolding curing etc complete.

8

3778

30224

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Plastering 15 mm thick on brick work/ CC surface with cement mortar 1:4 (1 cement : 4 fine sand) at all levels.

20

107

2140

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Supplying and laying following size RCC Hume pipe class NP-2 (in standard length of 2 metre) with collar in ground below road, path etc at a depth not less than 50 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as required. 200 mm dia

500

449

224500

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Supply Installation, testing & commissioning of 11/ 0.433 KV, 100 KVA distribution transformer with off load tap changer, AL wound, oil cooled suitable for outdoor use with required fittings, accessories,both side cable terminal box, hardwares etc. as required for completeness as per attached specification/drawing, CSPDCL standards and direction of EIC.

1

143935

143935

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Supply, running and terminating of GI materials as earth continuity conductor to earth all the metallic parts/ neutral of transformer/ lightning arrestors, control room equipments to earth electrodes with accessories, hardwares etc. as required for completeness, as per attached specification/ drawings, CSPDCL standards and direction of EIC. 25mm x 6mm strips

100

99

9950

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Supply, running and terminating of GI materials as earth continuity conductor to earth all the metallic parts/ neutral of transformer/ lightning arrestors, control room equipments to earth electrodes with accessories, hardwares etc. as required for completeness, as per attached specification/ drawings, CSPDCL standards and direction of EIC. 6 SWG wires

100

38

3800

... More
Designing and providing suitable RCC foundation for 7 metre to 12 metre high GI octagonal pole including steel reinforcement (minimum 90kg per cum), form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as required.

26

5219

135694

... More
Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as per specification.

65

1397

90805

... More
Supplying and laying following sizes one number XLPE insulated, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL pipe as required. 3.5x120 sq mm

50

381

19050

... More
Supplying and laying following sizes one number XLPE insulated, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL pipe as required. 3.5x70 sq mm

50

248

12400

... More
Supplying and laying following sizes one number XLPE insulated, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL pipe as required. 3.5 x 50 sq. mm.

500

173

86500

... More
Supplying and laying following sizes one number XLPE insulated, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL pipe as required. 4 x16 sq. mm.

2000

103

206000

... More
Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as required. 3.5x120 sq mm

4

318

1272

... More
Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as required. 3.5x70 sq mm

4

199

796

... More
Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as required. 3.5 x 50 sq. mm.

4

168

672

... More
Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as required. 4 x 16 sq. mm.

4

101

404

... More
Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core/ lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as required. 4 x 16 sq. mm.

280

19

5320

... More
Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core/ lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as required. 3.5 x 50 sq. mm.

20

21

420

... More
Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 9 metre high, dia 155mm at bottom and 90mm at top, base plate size 260x260x16mm, foundation bolts 750mm long

65

13974

908310

... More
Erection of GI octogonal/ tubular pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as required 9 metre high

65

985

64025

... More
Supplying, Installation, testing and commissioning for the following RF Based analogue (0-10v) dimmable LED Street Light fixture with IP66 protected Die-Cast Aluminum housing and Heat resistive Toughened Glass. LED shall having LM80 complied as per L70 standard LEDs minimum tested for 10,000 burning hours with 5700-6000K CCT with minimum life cycle 50000 hrs burning hours at 50”C. Luminaire shall have RF node for communication thru CCMS. Optics shall be properly designed with Polycarbonate Lenses to avoid dark patches on the road. Street light without lenses will not be acceptable. Driver shall be 3 stage Constant Current Constant Voltage with voltage range of 150-270V AC. Output voltage of driver should be complied to Safety Extra Low Voltage norms not exceeding 60V DC. Driver Power factor shall be 0.95 and above and THD shall be less than 10%.LED chip efficacy ratio ˃120 lumens/watt Not More than 135 Watt

65

13635

886275

... More
Supplying, Installation, testing and commissioning for the following RF Based analogue (0-10v) dimmable LED Street Light fixture with IP66 protected Die-Cast Aluminum housing and Heat resistive Toughened Glass. LED shall having LM80 complied as per L70 standard LEDs minimum tested for 10,000 burning hours with 5700-6000K CCT with minimum life cycle 50000 hrs burning hours at 50”C. Luminaire shall have RF node for communication thru CCMS. Optics shall be properly designed with Polycarbonate Lenses to avoid dark patches on the road. Street light without lenses will not be acceptable. Driver shall be 3 stage Constant Current Constant Voltage with voltage range of 150-270V AC. Output voltage of driver should be complied to Safety Extra Low Voltage norms not exceeding 60V DC. Driver Power factor shall be 0.95 and above and THD shall be less than 10%.LED chip efficacy ratio ˃120 lumens/watt Not More than 45 Watt

65

5335

346775

... More
Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as required. Single Over Hang 1.00 metre Long

65

1057

68705

... More
Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as required. Single Over Hang 1.50 metre Long

65

1233

80145

... More
Supply, drawing and terminating either ends 3 core FR PVC insulated 1.5 sqmm copper cable inside the pole from JB to fixtures with accessories, hardwares etc as required for completeness and as per attached specification, direction of engineer, CGPWD standards and Electrical inspectorate standards.

1300

37

48100

... More
Design, Fabrication, Supply, Erection, Testing and commisioning of Powder coated, Weather Proof Double door type Feeder pillar fabricated out of 14 guage CRCA sheet steel in cubical, free standing, dust and vermin proof, with reinforcement of suitable size angle iron, channel, T -iron or flats as required. Feeder pillar shall be treated with all anti-corrosive process before painting as per specification. Feeder Pillar shall be suitable for 415V, 3-Phase, Four wire, 50 Hz supply complete with earth bus and lifting hooks as required in case of large panels.Approval shall be taken for each panel before fabrication. (All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated)

1

250000

250000

... More
INCOMER

-

-

-

... More
1No. 4 Pole 100A TPN MCCB (35 KA)

-

-

-

... More
1No. 100A FP Contactor, AOM switch & Timers for 24 Hrs. setting

-

-

-

... More
Metering & Indication

-

-

-

... More
1 set of phase indicating lamps

-

-

-

... More
BUS-BAR

-

-

-

... More
1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves

-

-

-

... More
OUTGOINGS

-

-

-

... More
24 Nos. 32A SP MCB

-

-

-

... More
Horizontal drilling: Horizontal directional drilling along roads for laying XLPE HT/ LT, UG cable, for communication cable along with suitable HDPE Duct at various locations as pointed out by departmental officers, includes Survey of site information collection regarding underground utilities, sensing of utilities by sensing equipment, pit making, pilot drilling, pre-reaming pulling HDPE duct of suitable size in single roll, pulling HT/ LT UG cable through installed , providing barricades and necessary signal lights, closing of pits with excavated earth including cost of HDPE pipe, consolidating pit are, including road restoration/supervision departments, cost of all materials, labour, conveyance, hire charges etc. complete preparation of pit by excavated soil/ hard morum & refilling compacting surface as it is position / horizontal drilling across road for cable laying propose with disturbing present installation as per instruction, Guide line Detail technical specifications as per direction of Engineer in charge inner dia. 200mm and outer dia. 240mm

50

3983

199150

... More
Supplying and laying double wall HDPE pipe having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm including excavation, dismantling of road if required and refilling the trench etc. as required. 40 mm dia

2000

109

218000

... More
Supplying and laying double wall HDPE pipe having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm including excavation, dismantling of road if required and refilling the trench etc. as required. 90 mm dia.

500

203

101500

... More
Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and depth above 300 mm and upto 450mm made out of not less than 2 mm thick CRCA MS sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ameters ets as per specifications including powder coating painting with busbars, switchgears and angle frame other accessories etc complete as required as following:. 4 strip al bus bar of size 50 x 5mm and 300amps (1no.) analog type 0-500 amp ammeter of size 100x100 (NS) (1no.) analog type 0-500 volt voltmeter of size 100x100 (NS) (1no.) selector switch fro voltmeter (1no.) selector switch fro ammeter (1no.) 230 volt LED type indicating lamp (3nos.) 4 pole MCCB, 250A, 35KA (for Transformer Panel) (1no.) 3 Nos 4 pole, 63A MCCB, 35kA as outgoing feeders ,3 Nos 125 A MCCB ,35 kA

1

125000

125000

... More
Supply, Installation, Testing & Commissioning of floor mounted SF6, motorized type RMU (extendible type) comprising of 4 nos. 12 kV, 630 A LBS for loop in and loop out to form ring main system complete with accessories, hard wares ,inbuilt PT etc. as required for completeness as per attached specification/ drawing, CSPDCL standards and direction of EIC.

1

1195015

1195015

... More
Supply and fixing of 11 kV Danger plates as per specification of Discom on the existing poles complete in all respect as per Discom specification.

2

124

248

... More
Total Amount

-

-

753130997



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