Nava Raipur Atal Nagar Vikas Pradhikaran Tender

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Nava Raipur Atal Nagar Vikas Pradhikaran Tender

Works

Civil And Construction

Civil Works Others

Consultancy Services

Civil And Architectural Services

Raipur, Chhattisgarh

Opening Date11 Dec 2024

Closing Soon25 Dec 2024

Tender Amount₹ 27,44,99,700

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Costs

EMD
₹ 28,45,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

“infrastructure Development Of Sector -28, Sector-33 And Other Sectors

Description

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Contact

Tender Id
162776
Tender No
162776
Tender Authority
Nava Raipur Atal Nagar Vikas Pradhikaran View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

BOQ-1133.6 kB568781180903076493...568781180903076493_162776_05 BOQ .xlsx

Document-531.6 MB668109338485842740...6681093384858427405_137783_01 NRANVP F-1.pdf

Document-41.8 MB896024364881962493...8960243648819624935_153309_8026497859503861686_70416_03 NRANVP-GCC2011 - e Modified R3.pdf

Document-3543.3 kB872870725779097387...8728707257790973875_153309_3575877184375680020_70416_04 Guidelines_To_Bidders_EPS_v1.pdf

Document-2170.6 kB577503811502111082...5775038115021110829_153309_2061540085884239758_112017_02 Affidavit.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Girth from 300 mm to 600 mm

Quantity10

Rate197

Amount 1970

Girth beyond 600 mm to 900 mm

Quantity10

Rate353

Amount 3530

Girth beyond 900 mm to 1800 mm

Quantity10

Rate684

Amount 6840

Girth above 1800 mm

Quantity10

Rate1295

Amount 12950

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to all lifts and lead including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle

Quantity3

Rate40680

Amount 122040

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 as per relevant clauses of section 300.

Quantity60000

Rate95

Amount 5700000

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.

Quantity34951.87

Rate223

Amount 7794267.82

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)

Quantity1000

Rate80

Amount 80000

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)

Quantity32000

Rate250

Amount 8000000

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

Quantity12500

Rate1423

Amount 17787500

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.)

Quantity10500

Rate1434

Amount 15057000

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.

Quantity45000

Rate64

Amount 2880000

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.

Quantity-

Rate-

Amount -

(i)Bituminous Surface@0.25kg/Sqm

Quantity45000

Rate15

Amount 675000

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%)

Quantity2251.12

Rate8148

Amount 18342112

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 6.0%

Quantity1760

Rate10092

Amount 17761920

Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine ggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after lending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes ibratory roller, finishing and curing as per clause 601.)

Quantity324

Rate2332

Amount 755568

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.)

Quantity-

Rate-

Amount -

With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum.

Quantity410.4

Rate4750

Amount 1949400

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408).

Quantity2300

Rate207

Amount 476100

Cast insitu Cement Concrete M20 Kerb with Channel( construction of cement concrete kerb with channel with top and bottom width 115 and 165mm repectively, 250mm high in M20 grade PCC on M10 grade foundation 150mm thick , kerb channel 300mm wide, 50mm 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).

Quantity2200

Rate383

Amount 842600

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.)

Quantity1500

Rate707

Amount 1060500

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).

Quantity-

Rate-

Amount -

60 cm x 45 cm rectangular

Quantity5

Rate4327

Amount 21635

60 cm equilateral triangle

Quantity5

Rate3128

Amount 15640

60 cm Circular

Quantity1

Rate4460

Amount 4460

90 cm high octagon

Quantity1

Rate8552

Amount 8552

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

Quantity9200

Rate647

Amount 5952400

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).

Quantity700

Rate3552

Amount 2486400

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

Quantity-

Rate-

Amount -

Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Quantity48379.29

Rate139

Amount 6724721

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)

Quantity2100

Rate62

Amount 130200

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 upto 1.5 m (at least 5m away from the excavated area), including dressing and leveling of pits.

Quantity-

Rate-

Amount -

In all types of soil

Quantity16300

Rate185

Amount 3015500

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 a lead upto 50 M. and lift upto 1.5 M.

Quantity70000

Rate65

Amount 4550000

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.

Quantity-

Rate-

Amount -

1:3:6 (M-10)

Quantity1500

Rate2970

Amount 4455000

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.

Quantity-

Rate-

Amount -

M-20 Grade,

Quantity4300

Rate4231

Amount 18193300

M-40 Grade,

Quantity2300

Rate4490

Amount 10327000

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.

Quantity2300

Rate469

Amount 1078700

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

Quantity-

Rate-

Amount -

Thermo-Mechanically treated bars FE 500D

Quantity569000.15

Rate54

Amount 31010508

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.

Quantity9000

Rate37

Amount 338850

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.

Quantity25000

Rate81

Amount 2025000

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.

Quantity-

Rate-

Amount -

110 mm dia. 4 kg/sq.cm

Quantity5220

Rate267

Amount 1393740

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.

Quantity-

Rate-

Amount -

300 mm dia.

Quantity1188

Rate735

Amount 873180

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

Quantity3040

Rate759

Amount 2307360

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.

Quantity-

Rate-

Amount -

170/200 mm dia.

Quantity594

Rate410

Amount 243540

Earth work in excavation for pipe trench in ordinary soil are as including dressing, watering and ramming and disposal of excavated earth all lead and lift, disposal earth to be leveled, neatly dressed. Upto 1.5 m deep

Quantity28000

Rate201

Amount 5628000

1.5m and upto3.0m deep

Quantity11519

Rate268

Amount 3087092

Earth work in Excavation for pipe trench in Hard Soil areas including dressing, watering and ramming and disposal of Excavated earth all lead and lift up to 1.5m, disposal earth to be leveled, neatly dressed.

Quantity-

Rate-

Amount -

Upto 1.5 m deep

Quantity2171

Rate266

Amount 577486

1.5m and upto 3.0m deep

Quantity1399

Rate386

Amount 540014

Extra for every additional lift of 1.5m or part there of

Quantity-

Rate-

Amount -

All Kind of soil

Quantity21700

Rate67

Amount 1453900

Ordinary Soft & Hard Rock

Quantity13985

Rate120

Amount 1678200

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

Quantity-

Rate-

Amount -

160mm diameter

Quantity2405

Rate1248

Amount 3001440

200mm diameter

Quantity3480

Rate1538

Amount 5352240

Providing, laying and jointing socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (classK-7) Conforming to IS 8329/2000 with suitable Rubber Gasket (Pushon) joints as per IS:5382/85 including testing of joint (laying Conforming to IS 12288 : 1987)

Quantity-

Rate-

Amount -

150mm diameter

Quantity2010

Rate1804

Amount 3626040

200mm diameter

Quantity4200

Rate2378

Amount 9987600

Providing & Supplying D.I. Specials & Fittings For all types of specials, bends, tees.. etc.

Quantity-

Rate-

Amount -

80 to 300 mm dia

Quantity2500

Rate70

Amount 175000

Providing and laying in position including testing following sizes of flanged cast iron standard specials class medium or heavy which does not appear in above items of the schedule.

Quantity-

Rate-

Amount -

80mm to 300mm dia (Heavy Class)

Quantity500

Rate63

Amount 31500

Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

Quantity-

Rate-

Amount -

80 mm dia. PN-1.6

Quantity5

Rate8622

Amount 43110

100 mm dia. PN-1.6

Quantity5

Rate11585

Amount 57925

150 mm dia. PN-1.6

Quantity6

Rate15200

Amount 91200

200 mm dia. PN-1.6

Quantity8

Rate27850

Amount 222800

300 mm dia. PN-1.6

Quantity1

Rate68739

Amount 68739

Providing & fixing following ductile iron single chamber triple function temper proof air valves, small orifice with screwed end as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991

Quantity-

Rate-

Amount -

80 mm dia PN-1.6

Quantity5

Rate8542

Amount 42710

Providing, fixing and testing following double flanged cast iron(horizontal cast) pipe per IS :7181of One Meter length.

Quantity-

Rate-

Amount -

80mm diameter

Quantity5

Rate1701

Amount 8505

Providing, laying, jointing, testing and commissioning of D.I Dismantling joint with M.S. Nut stud & washers coated for rust prevention & internal rubber rings etc. complete assembly set as per type design inclusive of all taxes & duties, insurance, loading/ unloading & stacking FOR at site all complete as per technical Specifications and as per direction of Engineer.

Quantity-

Rate-

Amount -

80mm diameter

Quantity5

Rate2534

Amount 12670

100mm diameter

Quantity7

Rate2909

Amount 20363

150mm diameter

Quantity6

Rate4927

Amount 29562

200mm diameter

Quantity8

Rate6921

Amount 55368

300mm diameter

Quantity1

Rate12236

Amount 12236

Steel work in welded built-up section/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.

Quantity-

Rate-

Amount -

In gratings, frames, guard bar, ladder ,railings, brackets, gates and similar works

Quantity990

Rate68

Amount 67320

Construction of RCC valve chamber internal size 1.2m x 1.0m x 1.3m, 100mm thick PCC- M10 and RCC M20 grade 150mm thick wall, precast RCC M35 grade cover 125mm thick on top for protection of valve coming under traffic & extended MS valve operating spindle rod as reqd etc. Including Excavation, back filling, steel reinforcementon, shuttering, labour charges etc as per drawing and as per direction of Engineer complete etc.

Quantity26

Rate31432

Amount 817232

Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :

Quantity8

Rate4356

Amount 34848

Provision for Ductile iron/M.S pipe inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewetering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D-Joints couplers, flanged sockets,Tee solvent cement including all lead and lift upto 1.5m depth and pipe dia. upto 300mm, complete job work as per approved specification and as directed by Engineer in charge.

Quantity5

Rate4935

Amount 24677

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.

Quantity-

Rate-

Amount -

300/345 mm dia

Quantity2475

Rate1168

Amount 2890800

400/480 mm dia.

Quantity3015

Rate2315

Amount 6979725

Providing, fixing, installation, testing and commissioning of Precast RCC M-40 grade Rectangular chamber with internal size 0.9X0.8m depth upto 1.0m. wall thick 150mm, bottom slab thick=150mm, FRP circular cover internal opening size 600mm dia. (Designed for 20tone loading capacity (heavy duty) etc.). 100mm thick bottom PCC 1:3:6, fixing of FRP frame and cover using M-20 grade concrete. with CM1:1 around pipe entering and leaving the chamber, providing and fixing of safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia. steel bar of approved make at every 0.30m height, including double jali steel reinforcement 10mm dia. bar vertical and horizontal both the direction 150mm c/c as per drawing, hydro testing of chamber, loading, unloading, conveyance & cost of labour, earth work in excavation, backfilling, dewatering etc. complete as per direction of Engineer-in-Charge.

Quantity66

Rate31363

Amount 2069958

Providing, fixing, installation, testing and commissioning of Precast RCC M-40 grade Rectangular chambers with internal size 1.2X0.9m depth upto 1.3m. wall thick 150mm, bottom slab thick=150mm, FRP circular cover internal opening size 600mm dia. (Designed for 20tone loading capacity (heavy duty) etc.). 100mm thick bottom PCC 1:3:6, fixing of FRP frame and cover using M-20 grade concrete. with CM1:1 around pipe entering and leaving the chamber, providing and fixing of safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia. steel bar of approved make at every 0.30m height, including double jali steel reinforcement 10mm dia. bar vertical and horizontal both the direction 150mm c/c as per drawing, hydro testing of chamber, loading, unloading, conveyance & cost of labour, earth work in excavation, backfilling, dewatering etc. complete as per direction of Engineer-in-Charge.

Quantity65

Rate38042

Amount 2472730

Providing, fixing, installation, testing and commissioning of Precast RCC M-40 grade Rectangular chambers with internal size 1.2X0.9m depth upto 1.6m. wall thick 150mm, bottom slab thick=150mm, FRP circular cover internal opening size 600mm dia. (Designed for 20tone loading capacity (heavy duty) etc.). 100mm thick bottom PCC 1:3:6, fixing of FRP frame and cover using M-20 grade concrete. with CM1:1 around pipe entering and leaving the chamber, providing and fixing of safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia. steel bar of approved make at every 0.30m height, including double jali steel reinforcement 10mm dia. bar vertical and horizontal both the direction 150mm c/c as per drawing, hydro testing of chamber, loading, unloading, conveyance & cost of labour, earth work in excavation, backfilling, dewatering etc. complete as per direction of Engineer-in-Charge.

Quantity65

Rate40810

Amount 2652650

Providing, fixing, installation, testing and commissioning of Precast RCC M-40 grade Rectangular chambers with internal size 1.2X0.9 m depth upto 1.9m.wall thick 150mm, bottom slab thick=150mm, FRP circular cover internal opening size 600mm dia. (Designed for 20tone loading capacity (heavy duty) etc.). 100mm thick bottom PCC 1:3:6, fixing of FRP frame and cover using M-20 grade concrete. with CM1:1 around pipe entering and leaving the chamber, providing and fixing of safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia. steel bar of approved make at every 0.30m height, including double jali steel reinforcement 10mm dia. bar vertical and horizontal both the direction 150mm c/c as per drawing, hydro testing of chamber, loading, unloading, conveyance & cost of labour, earth work in excavation, backfilling, dewatering etc. complete as per direction of Engineer-in-Charge.

Quantity33

Rate43717

Amount 1442661

Providing, fixing, installation, testing and commissioning of Precast RCC M-40 grade Rectangular chambers with internal size 1.2X0.9 m depth upto 2.2m. wall thick 150mm, bottom slab thick=150mm, FRP circular cover internal opening size 600mm dia. (Designed for 20tone loading capacity (heavy duty) etc.). 100mm thick bottom PCC 1:3:6, fixing of FRP frame and cover using M-20 grade concrete. with CM1:1 around pipe entering and leaving the chamber, providing and fixing of safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia. steel bar of approved make at every 0.30m height, including double jali steel reinforcement 10mm dia. bar vertical and horizontal both the direction 150mm c/c as per drawing, hydro testing of chamber, loading, unloading, conveyance & cost of labour, earth work in excavation, backfilling, dewatering etc. complete as per direction of Engineer-in-Charge.

Quantity27

Rate46484

Amount 1255068

Providing, fixing, installation, testing and commissioning of Precast RCC M-40 grade Rectangular chambers with internal size 1.2X0.9 m depth upto 2.5m. wall thick 150mm, bottom slab thick=150mm, FRP circular cover internal opening size 600mm dia. (Designed for 20tone loading capacity (heavy duty) etc.). 100mm thick bottom PCC 1:3:6, fixing of FRP frame and cover using M-20 grade concrete. with CM1:1 around pipe entering and leaving the chamber, providing and fixing of safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia. steel bar of approved make at every 0.30m height, including double jali steel reinforcement 10mm dia. bar vertical and horizontal both the direction 150mm c/c as per drawing, hydro testing of chamber, loading, unloading, conveyance & cost of labour, earth work in excavation, backfilling, dewatering etc. complete as per direction of Engineer-in-Charge.

Quantity25

Rate49399

Amount 1234975

Providing, fixing, installation, testing and commissioning of Precast RCC M-40 grade Rectangular chambers with internal size 1.3X1.0m depth upto 2.8m. wall thick 150mm, bottom slab thick=150mm, FRP circular cover internal opening size 600mm dia. (Designed for 20tone loading capacity (heavy duty) etc.). 100mm thick bottom PCC 1:3:6, fixing of FRP frame and cover using M-20 grade concrete. with CM1:1 around pipe entering and leaving the chamber, providing and fixing of safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia. steel bar of approved make at every 0.30m height, including double jali steel reinforcement 10mm dia. bar vertical and horizontal both the direction 150mm c/c as per drawing, hydro testing of chamber, loading, unloading, conveyance & cost of labour, earth work in excavation, backfilling, dewatering etc. complete as per direction of Engineer-in-Charge.

Quantity25

Rate55134

Amount 1378350

Making connection of drain or sewer line with existing service lines manhole including breaking into and making good the walls, floors etc. with cement concrete grade M-15 (Nominal Mix) with stone aggregate 20mm nominal size plastered with Cement Mortar 1:3 (1Cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels etc. complete.

Quantity-

Rate-

Amount -

For 250 to 300 mm dia pipes

Quantity2

Rate348

Amount 696

For 350 to 450 mm dia pipes

Quantity2

Rate467

Amount 934

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

Quantity1200

Rate1845

Amount 2214000

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

Quantity6

Rate4332

Amount 25992

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

Quantity3

Rate10548

Amount 31644

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.

Quantity12

Rate3243

Amount 38916

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

Quantity2

Rate6209

Amount 12418

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.

Quantity1200

Rate513

Amount 615600

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

Rate94

Amount 112800

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.

Quantity72

Rate511

Amount 36792

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.

Quantity10.8

Rate1038

Amount 11211

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

Quantity90

Rate906

Amount 81540

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.

Quantity60

Rate309

Amount 18540

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.

Quantity60

Rate3778

Amount 226680

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

Quantity40

Rate107

Amount 4280

11/.04 compact sub-station ( 500 kva)

Quantity1

Rate3871429

Amount 3871429

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.

Quantity-

Rate-

Amount -

25mm x 6mm strips

Quantity500

Rate99

Amount 49750

6 SWG wires

Quantity300

Rate38

Amount 11400

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

Rate1318298

Amount 2636596

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 per specification.

Quantity-

Rate-

Amount -

300 mm dia

Quantity1200

Rate678

Amount 813600

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.

Quantity128.13

Rate5219

Amount 668685

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.

Quantity100

Rate1397

Amount 139700

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.

Quantity-

Rate-

Amount -

3.5x120 sq mm

Quantity250

Rate381

Amount 95250

3.5 x 50 sq. mm.

Quantity400

Rate173

Amount 69200

3.5 x 25 sq. mm.

Quantity5900

Rate117

Amount 690300

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.

Quantity-

Rate-

Amount -

3.5x120 sq mm

Quantity41

Rate318

Amount 13038

3.5 x 50 sq. mm.

Quantity25

Rate168

Amount 4200

3.5 x 25 sq. mm.

Quantity75

Rate104

Amount 7800

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.

Quantity-

Rate-

Amount -

3.5 x 120 sq. mm.

Quantity21

Rate30

Amount 630

3.5 x 25 sq. mm.

Quantity1520

Rate22

Amount 33440

3.5 x 50 sq. mm.

Quantity60

Rate21

Amount 1260

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

Quantity190

Rate13974

Amount 2655060

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

Quantity190

Rate985

Amount 187150

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.

Quantity-

Rate-

Amount -

single Over Hang 1.5 metre Long

Quantity180

Rate1233

Amount 221940

Double Over Hang 1.5 metre Long

Quantity20

Rate1869

Amount 37380

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

Quantity-

Rate-

Amount -

Not More than 90 Watt

Quantity210

Rate8433

Amount 1770930

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.

Quantity2100

Rate37

Amount 77700

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)

Quantity4

Rate250000

Amount 1000000

INCOMER

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Metering & Indication

Quantity-

Rate-

Amount -

1 set of phase indicating lamps

Quantity-

Rate-

Amount -

BUS-BAR

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

OUTGOINGS

Quantity-

Rate-

Amount -

24 Nos. 32A SP MCB

Quantity-

Rate-

Amount -

GPRS MODULE FOR AUTOMATION

Quantity-

Rate-

Amount -

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

Quantity200

Rate3983

Amount 796600

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

Quantity5800

Rate109

Amount 632200

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.

Quantity-

Rate-

Amount -

90 mm dia

Quantity200

Rate203

Amount 40600

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.

Quantity230

Rate3243

Amount 745890

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

Quantity1

Rate125000

Amount 125000

Design,Fabrication,supply,installation,testing and commissioning of pedestal mounted Block Main Power Board, made out of 2 mm thick CRCA sheet steel, cubicle type,FRLSee standing,dust/vermin/ weather proof with busbars, switchgears,earth bus etc including powder coated painting along with accessories,hardwares etc. required for completeness and as per attached specification, direction of Engineer, CGPWD standards and Electrical Inspectorate standards. The panel box shall house : 1 No 4 pole 100A MCCB as Incomer ; 100A four pole Al busbrs 6 Nos 32 TPN MCB C series, 10kA as outgoing feeders4 Nos lockable compartments for housing kWh meters Interconnection by Copper insulated leads(DOUBLE DOOR TYPE).The panel shall be completed with all necssary civil work , PAD L0CK ,angle frame as per direction of Engineer

Quantity1

Rate45000

Amount 45000

1 Set of 100A 4P Aluminium Bus Bar with colour coded PVC Sleeves

Quantity-

Rate-

Amount -

100A MCCB

Quantity-

Rate-

Amount -

32A TPN MCB

Quantity-

Rate-

Amount -

LED indicating lamp

Quantity-

Rate-

Amount -

Acrelik sheet for fixing energy meter

Quantity-

Rate-

Amount -

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