Nava Raipur Atal Nagar Vikas Pradhikaran Tender

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Nava Raipur Atal Nagar Vikas Pradhikaran Tender

Works

Road Construction

Raipur, Chhattisgarh

Opening Date31 Dec 2024

Closing Soon15 Jan 2025

Tender Amount₹ 21,95,30,515

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Costs

EMD
₹ 22,95,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Approach Road To Connect Mla,ias,sas,mks & Ews Colony At Serikhedi And Other Allied Infrastructure Work

Description

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Contact

Tender Id
163643
Tender No
163643
Tender Authority
Nava Raipur Atal Nagar Vikas Pradhikaran View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Corrigendum-1229.3 kB269063921361094194...2690639213610941945_138802_Corrigendum-1.PDF

Document-632.8 MB368693226962491178...3686932269624911781_138532_01 NRANVP F-1.pdf

Document-51.8 MB893655528254900789...8936555282549007892_153459_6072149304781674280_93330_03 NRANVP-GCC2011 - e Modified R3.pdf

Document-4543.3 kB533825769162380170...5338257691623801701_153459_2848098396161806820_93330_05 Guidelines_To_Bidders_EPS_v1.pdf

Document-3170.8 kB427539876082062198...4275398760820621980_163643_02 Affidavit .pdf

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BOQ Items

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Construction of embankment / sub-grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. (as specified in the contract and as per the construction drawings) 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) as specified by in the drawigns and Engineer in charge.

Quantity71564.42

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Construction of Embankment/ Median Fill with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R. > 5 or as specified in the contract deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

Quantity4997

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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)

Quantity27599

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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 (with Mechanically crushed stone only) for grading-III Material

Quantity12825.5

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Amount -

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 as per clause 406.)

Quantity10193.5

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Prime Coat ( Providing and applying primer coat with oil based bitumen emulsoion (SS-I, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per cluse 502.
(i) on WBM/WMM surface @0.85 Kg/sqm.

Quantity16886

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Amount -

Tack Coat Providing and applying tack coat with bitumen emulsion(RS-1, grade confirming to IS:8887) using emulsion pressuredistributor on the prepared bituminous/granular surface cleaned withmechanical broom and as per clause 503.
Bituminous Surface@0.25kg/Sqm

Quantity16885

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Dense Bituminous Macadam (Providing and laying dense bituminous macdam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.0 to 4.5% by weigth of toal mix of mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher 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 N0.505 complete in all aspects.) A. with sensor paver finishere for Grading -II(26.5mm nominal size bitumen content 4.50%)

Quantity1520

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Bituminous Concrete ( providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% 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 caluse No.507 complete in all repsects) A. with sensor paver finishere for Grading -II(13.2mm nominal size) with bitumen content 6.0%

Quantity1215

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Cement Concrete Pavement (Construction of un-reinforced, dowel
jointed, plain cement concrete pavement as per IRC:58 over a
prepared sub-base, coarse and fine aggregate conforming to IS:383
and graded as per table 600-3 mixed in a batching and mixing plant
as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)
With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum.

Quantity421.62

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads (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:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

Quantity1050

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Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of encapsulated lens 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).
60 cm x 45 cm rectangular

Quantity5

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Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of encapsulated lens 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).
60 cm equilateral triangle

Quantity5

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Providing & Laying precast interlocking concrete blocak of minimum compressive strength of 300kg/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. D) 60mm thick Polymer coated coloured precast interlock concrete blocks

Quantity20757

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Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and re application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth) as per clause 305.

Quantity25000

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Providing and laying Flooring complete as per drawing and
Technical specifications laid over cement concrete bedding as
per section 2505
Cement Concrete blocks Grade M15

Quantity500

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Painting on Concrete Surfaces
Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Quantity987

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Providing 1 st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.

Quantity52

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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
600 mm Dia

Quantity100

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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
1000 mm Dia

Quantity50

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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
1200 mm Dia

Quantity40

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Providing & Installation of Weld Mesh Fencing System including Posts as per design and specification given below all complete as per direction by Engineer-in-Charge.
Panel Width = 2500mm
Panel Height = 1560 mm
Panel Wire Dia = 5 mm in Pre-Galvanised up to min. 70 GSM
Tolerances are in accordance with EN 10218-2.
Tensile Strength of Vertical & Horizontal wires: Minimum 400N/mm2
Panel Mesh Size = 200 mm x 50 mm
Panel V Bends = 03 Nos.
Panel Finish = Dual PPC Powder Coated up to min. 140 Microns in RAL 6005 (GREEN) or as approved
Post Type = H Profiled, 70 mm x 40 mm x 2 mm Thick.
Post Height = 1600 mm.
Post Mounted on Pre-welded Universal Base Plate of Size = 175 mm x 80 mm x 10 mm Thick.
Post Anchored by M12 x 150 Expanded Anchor Bolts.
Post-Joineries of Mushroom Head, High-Security, Tamper Proof Nuts & Bolts in SS304
Post Finish = Pre-Galvanised up to min 150 GSM + Dual PPC Powder Coated up to min. 140 Microns in RAL 6005 (GREEN) or as approved
The entire System is 1000 Hours of Salt Spray Tested to withstand extreme climate conditions

Quantity100

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Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Quantity10599.8

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Providing, laying and jointing followings ISI marked O-PVC (Oriented uplasticized polyvinyl chloride) ring fit type pipe having orientation class 500 (IS 16647) with integral homogeneous spigot having elastomeric seeling ring made of EPDM rubber (one per pipe) including testing of joint, cost of jointing materials etc. complete in all respect. Presure Rating as per IS Code – IS: 16647:2017, PN-16. The work is inclusive of all specials and fixtures all complete
110 mm dia.

Quantity350

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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff all lead and lift (at least 5m away from the excavated area), including dressing and leveling of pits.
In all types of soil

Quantity11177

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Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with all lead and lift

Quantity2618

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Amount -

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Quantity42782

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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Quantity5992.66

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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Quantity30

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Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.

Quantity1200

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Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Quantity1443

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For edging Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).

Quantity250

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Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
M-20 Grade

Quantity2825

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Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
M-25 Grade

Quantity50

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Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.
M-40 Grade

Quantity850

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Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.

Quantity1369

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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete up to all level
Thermo-Mechanically treated Bars FE 500D

Quantity358480

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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Quantity8500

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Painting on new work (two or more coats) to give an even shade with: Premium synthetic enamel paint

Quantity150

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Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Quantity150

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Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

Cement Mortar 1:4 (1 cement : 4 coarse sand)

Quantity35

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Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:
In Cement Mortar 1:4 (1 cement : 4 fine sand)

Quantity25

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Inbuilt of drain cover slab in providing perforated holes using PVC pipe 50 mm dia. including cost of allmaterials and labour involved with all leads and lifts etc. as per drawing and direction of Engineer in Charge.

Quantity1629

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Structural steel hot dip galvinized MS angle welded over a base plate including cutting, welding ,hoisting and fixing in position with 3 nos. of 12mm diameter fastnerrs etc. complete as per drawings and direction of Engineer complete etc.

Quantity7344

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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.
150mm dia.

Quantity350

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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.
300 mm dia.

Quantity150

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Providing, laying, Jointing & field testing of DWC HDPE Pipes (with external annular corrugation and smooth internal walls) duly tested Conforming to IS 16098 (PART-II): 2013 having stiffness class of SN 8 with ring stiffness not less than 8.00KN/SQM. and impact resistance TIR valve not more than 10% including necessary jointing materials for non-pressure underground sewerage, drainage & cross drainage application. Inclusive of all taxes related to central, state and municipal, inclusive of excise duty, inspection charges, transportation charges, transit insurance, loading/unloading and stacking at site/store etc. and as per Technical Specifications and as per direction of Engineer.This is also inclusive of Jointing material i.e Pipe with online/offline coupler and elastomeric sealing ring. All the joints shall be confirmed water tight as per standards.
170/200 mm dia.

Quantity150

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Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary Soil
Upto 3 m depth

Quantity3037.5

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Amount -

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary Soil
3 m to 6 m depth

Quantity3037.5

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Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.Below Foundation inclusive of form work all complete.
Using concrete mixer
PCC Grade M15

Quantity83.5

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Crushed Cement Concrete Sub-base / Base (Breaking and crushing
of material obtained by breaking damaged cement concrete slabs to
size range not exceeding 75 mm as specified in table 400.9
transporting the aggregates obtained from breaking of cement concrete slabs., laying and compacting for sub base/ base course as per clause 405.)

Quantity5000

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Amount -

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200
Height upto 5m
Using concrete Mixer (R.C.C. Grade M-30)

Quantity316

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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Quantity40

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Amount -

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504
Stone/Boulder

Quantity750

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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200

Quantity15

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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 owards 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.

Quantity550

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Amount -

Pointing with cement mortar (1:3 ) on stone masonry head walls as per Technical pecifications section 1300 and 2200

Quantity1549

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Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)
Shrubs Plant

Quantity15000

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Amount -

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.

Quantity500

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Amount -

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.

Quantity500

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Amount -

Providing and planting of Bogenbelia dwarf, chandni dwarf, kaner dwarf vr flower bearing plants with 0‟9” x 0‟9” depth pit formation and soil preparation work‟s, (Mixing organic manure and plant‟s protection insecticide). Up to 4 month maintenance.

Quantity500

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Amount -

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.

Quantity500

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Amount -

Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:
Hedges like Alife, Dorenta, Tikoma etc

Quantity20000

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Amount -

Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:
Hibiscus (Flower)/ Rose

Quantity8000

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Amount -

Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).

Quantity1000

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Amount -

Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

Quantity500

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Amount -

Human and other sculptures 5 to 7 feet

Quantity10

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Human and other sculptures 2 to 5 feet

Quantity10

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Providing and fixing of 600 mm dia. clear opening Granite finish
U.V. stabilized abrasion resistance top layer composite rein
manhole cover with frame reinforcement with high performance
glass fibre load designation EHD-40 (40 Ton load capacity)
confirming to testing procedure as per IS:1726. Deflection at full
load should not be more than 12mm.

Quantity80

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Amount -

Providing, Fixing and Installimg Gazebo, DGZ_003) 360cm x 360 cm upto specified hight including bolts and connections as may be required to set system, in horizontal/ vertical/inclined alignment tied with; including necessary bolts or G.I. fixtures to angle iron all complete as per direction of Engineer-in-charge.

Quantity5

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Amount -

Providing and Fixing and installations with Garden Bench (DGB - 011) including bolts and connections as may be required to set system, in horizontal/ vertical/inclined alignment tied with; including necessarysupport, all complete as per direction of Engineer-in-charge.

Quantity10

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Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm vertical M.S. flats riveted to 3 nos. 25x6mm M.S. flat iron rings in two halves, bolted together with 8mm dia. and 30mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects.

Quantity50

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Amount -

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 240 sqmm

Quantity1800

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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 : 240 sqmm

Quantity8

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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 :
240 sqmm

Quantity4

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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.

Quantity15

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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

Quantity4

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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.

Quantity300

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Amount -

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 standardsand connection

Quantity1200

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Amount -

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.

Quantity150

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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.

Quantity15

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

Quantity12

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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.

Quantity12

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Amount -

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.

Quantity16

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Amount -

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

Quantity40

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Amount -

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

Quantity1200

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Amount -

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

Quantity500

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Amount -

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.

Quantity2

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Supply, Installation, Testing & Commissioning of floor mounted Outdoor type package substation with facility for internal lighting, earthing, padlocks etc.Connection between RMU & transformer will be by Aluminium bus bar and connections from transformer to LT ACB. Package Substations will have following equipment.
1. HT side Non extensible 12 kv 630 RMU having SF6 floor mounted motorized type SMART RMU with 2 nos. LBS and 1 nos VCB for transformer protection having fault rating of 21KA for 3 Sec.
2. 11/0.415 Kv 500 KVA Oil type Transformer having doubled wound copper winding with A Class insulation. Energy Efficiency Level-2 as specified in IS 1180 (Part-1):2014
3. LT Side having 800 amp ACB with O/C,E/F protection relay and having 4 nos 250 amp MCCB ,2 nos 100 A MCCB for outgoing. The equipment shall be SCADA compatible having communication port and having provision of DT Metering within it, completeness as per attached specification/ drawing, CSPDCL standards and direction of EIC.

Quantity1

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Amount -

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 ,2 Nos 125 A MCCB ,35 kA

Quantity2

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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.

Quantity35

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Amount -

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.

Quantity75

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Amount -

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

Quantity200

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Amount -

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.

Quantity1000

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Amount -

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 25 sq. mm.

Quantity4000

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Amount -

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.

Quantity1000

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Amount -

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

Quantity6

Rate-

Amount -

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.

Quantity16

Rate-

Amount -

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 25 sq. mm.

Quantity10

Rate-

Amount -

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.

Quantity20

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Amount -

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 120 sq. mm.

Quantity150

Rate-

Amount -

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.

Quantity400

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Amount -

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 25 sq. mm.

Quantity1040

Rate-

Amount -

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.

Quantity100

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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)
10 metre high, dia 175mm at bottom and 90mm at top, base plate size 275x275x16mm, foundation bolts 750mm long

Quantity250

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Amount -

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

Quantity180

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Amount -

Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS

Quantity170

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Amount -

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 120 Watt

Quantity230

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Amount -

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.

Quantity1750

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Amount -

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)
INCOMER
1No. 4 Pole 100A TPN MCCB (35 KA)
1No. 100A FP Contactor, AOM switch & Timers for 24 Hrs. setting
Metering & Indication
1 set of phase indicating lamps
BUS-BAR
1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves
OUTGOINGS
24 Nos. 32A SP MCB
GPRS MODULE FOR AUTOMATION

Quantity3

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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

Quantity120

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Amount -

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

Quantity6511.96

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Amount -

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

Quantity1250

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Amount -

Supplying and making 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.

Quantity350

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Amount -

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