Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 3,05,55,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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(C) RD Road to Nilakota (OR-20-217)

20800

2

56992

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Scarifing the existing bituminious road surface to a depth of 50mm and disposal of scarifing material with all lifts and lead upto 1000mtr etc complete as per direction of EIC.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

2625

6

15750

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

5400

6

32400

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(C) RD Road to Nilakota (OR-20-217)

2250

6

13500

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Providing, laying, spreading and compacting stone aggregate specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber the voids with small stones and hand packing the same to proper camber, applying and brooming requsite type of screening / binding materials filling up interstices of coarse agreegate, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge work etc all complete including cost, conveyance, royalty and taxes of all materials with all labour and T & P etc complete.

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WBM Grading-III

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

328.51

3073

1009610.84

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

445.5

3133

1396067.81

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(C) RD Road to Nilakota (OR-20-217)

213.76

3012

644041.68

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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen laid onprepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per Clause 510 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

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(A) MM Road to Phulkonkonda (OR-20-18)

1860.3

85

159650.95

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(C) RD Road to Nilakota (OR-20-217)

1218.75

85

104117.81

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Providing & applying primer coat with Bitumen emulsion on prepaired sueface of granular base including cleaning the road surface and spraying primer @ 0.60kg / sqm using mechanical means as per clause 502 of MoSRT & H specification for road & bridge works etc complete as per direction of EIC.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

4485.3

37

169050.96

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

5454

37

205343.1

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(C) RD Road to Nilakota (OR-20-217)

3093.75

37

116789.06

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Providing & applying tack coat with Bitumen emulsion using emulsion pressere distributer @0.20kg / sqm on the prepared bituminous / granular suerface cleaned with mechanical broom as per clause 503 of MoSRT & H specification for road & bridge works.

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(A) MM Road to Phulkonkonda (OR-20-18)

35451

13

485324.19

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

5454

13

74556.18

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(C) RD Road to Nilakota (OR-20-217)

24618.75

13

337523.06

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Providing , laying semi dence bituminious concrete with batch type hot mix plant using crushed aggregates of specified grading, primixed with bituminous binder of 60/70 penitration grade of bitumen, transporting the hot mix to work site, laying with hydrostaic paver finisher with sensor control to the required grade, level on the alignment, rolling with smooth wheeled, vibratory and tandem roller to the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works etc.complete as per direction of EIC.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

886.28

10565

9364017.93

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

136.35

10575

1441946.25

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(C) RD Road to Nilakota (OR-20-217)

615.47

10746

6614105.27

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Providing, laying and compactig sub-base with moorum in layers not xceeding 100mm watering and compacting to required dencity in OMC with PRR including hire and running charges of P.R.R etc all complete with cost and conveyance of all materials, T & P etc all complete.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

936

1494

1398945.6

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

180

1545

278118

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(C) RD Road to Nilakota (OR-20-217)

650

1410

916779.5

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Construction of embankment with approved material obtained from borrow pit with lead and lift transporting to site by mechanical means within lead of 5kms, spreading grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MoSRT&H specification for road and bridge works etc complete as per direction of EIC.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

4212

198

835492.32

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

810

198

160671.6

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(C) RD Road to Nilakota (OR-20-217)

2925

198

580203

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Earth work excavation in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and levelling the bed etc all complete as per the direction of the Engineer-in-charge.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

182.7

270

49493.43

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(C) RD Road to Nilakota (OR-20-217)

136.42

270

36956.18

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Filling F&P with sand including cost, conveyace, royalty & taxes of all materials etc. complete.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

39.15

882

34535

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(C) RD Road to Nilakota (OR-20-217)

9.46

913

8643.51

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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. in luding cost conveyance taxes etc. complete including watering, curing with all labour and T&P required for the work etc. complete. PCC Grade M15

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In Foundation

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

39.15

5224

204538.86

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(C) RD Road to Nilakota (OR-20-217)

21.28

5203

110733.18

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In Sub-structure

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

228.38

5271

1203951.3

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(C) RD Road to Nilakota (OR-20-217)

128.06

5250

672422.19

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Providing C.C. ( 1:1.5:3) with 12 size stone aggregates for RCC work including cost, conveyance, royality etc. including watering, curing with all labour and T&P required for the work etc. complete.

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-

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(C) RD Road to Nilakota (OR-20-217)

13.62

6473

88165.2

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Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge

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-

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(C) RD Road to Nilakota (OR-20-217)

13.82

9013

124552.42

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Providing Weep Holes in Brick Masonry/Plain/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:20H towards drawing force etc, complete.

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(A) MM Road to Phulkonkonda (OR-20-18)

174

145

25364.33

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(C) RD Road to Nilakota (OR-20-217)

16

146

2336.9

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Finishing Wall with Water Proofing Cement paint Two coat over a coat of cement wash of approved shade on new work including all cost of cement paint etc, Complete.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

343.68

44

15302.01

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

71.6

44

3186.49

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(C) RD Road to Nilakota (OR-20-217)

171.84

44

7654.44

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause Annexure 300,800,1700 of MORD as per direction of the Engineer in charge.

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Informatory Board

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

2

14160

28321.54

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

2

14171

28342.46

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(C) RD Road to Nilakota (OR-20-217)

2

14163

28326.58

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Providing, fitting, fixing & writting of Km stone, 200mtr stone & cautinary sign board etc all complete as per direction of EIC.

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-

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KM Stone

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

11

2577

28354.48

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

3

2597

7792.26

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(C) RD Road to Nilakota (OR-20-217)

7

2571

17998.12

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200 mtr Stone

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-

-

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(A) MM Road to Phulkonkonda (OR-20-18)

36

760

27361.8

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

8

763

6108.4

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(C) RD Road to Nilakota (OR-20-217)

22

758

16695.36

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Cautionary sign board

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-

-

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(A) MM Road to Phulkonkonda (OR-20-18)

25

2269

56728.75

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

4

2278

9113.16

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(C) RD Road to Nilakota (OR-20-217)

16

2266

36257.92

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Guard Post

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

124

671

83216.77

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

26

674

17541.08

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(C) RD Road to Nilakota (OR-20-217)

116

669

77711.88

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Providing and laying of hot thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and hole.

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-

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(A) MM Road to Phulkonkonda (OR-20-18)

1872

278

521595.36

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(B) T03-RD Road to Singrajkhunta (OR-20-359)

360

278

100306.8

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(C) RD Road to Nilakota (OR-20-217)

1300

278

362219



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