Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Oct 2023
Closing Date17 Oct 2023
Tender Amount₹ 4,95,68,506 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Upto 600mm dia

22.5

4889

217.32

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600mm to 900mm dia

15

3326

221.79

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Blasting hard rock and compacted sheet rock excluding sand stone measured in solid including jumping holes cost of explosive fuse, detonator etc and stacking the blasted debris clear of work within 50 m lead etc complete as per the direction of the Engineer-in-charge.

500

596265

1192.53

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.

24158.75

4821844

199.59

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause of MORD and as per the direction of the Engineer-in-charge

1799.95

89439

49.69

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Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

1282.5

704028

548.95

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Providing granular sub-base using moorum CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the requried density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer- in-Charge.

3024.75

3003637

993.02

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision).

2352.38

6311764

2683.14

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Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of gravel and sand as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.

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-

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WBM-G-III

42.19

140274

3324.83

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Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade using brande cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge.

820.47

5763613

7024.77

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.

15682.5

527402

33.63

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Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.

15682.5

192424

12.27

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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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 spefn. clause No. 508 complete.

392.07

3836385

9784.95

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Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C.

12300

221646

18.02

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Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

1580

961272

608.4

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Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.

2006.82

414950

206.77

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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

206.25

15262

74

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Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification.

649.26

734118

1130.7

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P.C.C.( 1:3:6 ) in foundation/Sub structure using 40 mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complet and as per the direction of the E.I.C.

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IN FOUNDATION

66.14

377199

5703.05

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Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (900 mm dia.)and as per the direction of Engineer in charge.

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-

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HPC 300 mm Dia S/R

80

95638

1195.48

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HPC 600 mm Dia S/R

45

137233

3049.64

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HPC 1000 mm Dia S/R

45

306880

6819.56

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HPC 1000 mm Dia D/R

45

306880

6819.56

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Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.

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-

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Below Bed Level

320.88

1808713

5636.73

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Above Bed Level

977.78

5650365

5778.77

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R.C.C. M15 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.

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-

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Below Bed Level

186.99

1146781

6132.85

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Above Bed Level

237.32

1860375

7839.1

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, complete as per approved drawings and technical specifications.

-

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-

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Pire Cap,Dirt wall & guard Post

133.8

286673

2142.55

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R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.

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-

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Below bed level

50.62

347266

6860.27

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Above Bed Level

47.7

343399

7199.16

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Deck slab

84.82

766710

9039.27

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Pier cap

6.3

59790

9490.52

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Dirt wall

8.1

85645

10573.52

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R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.

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-

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Wearing Coat

8.44

58040

6876.89

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Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)

484.42

4382983

9047.9

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Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.

67.2

61642

917.3

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Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.

54.22

148696

2742.47

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Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.

355.5

8361

23.52

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Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.

139.2

296376

2129.14

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

403

43403

107.7

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Providing and fixing of typical MMSY 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1

2

19871

9935.94

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Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.

2

29529

14764.63

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Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.

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-

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i) 5th Kilometer stone

2

7768

3884.24

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iI) Ordinary Kilometer stone

4

9336

2334.07

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iii) 200 m stone

25

16988

679.54

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Semi-reflectorised Sign Boards

24

48033

2001.41

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200 mm dia RCC guard post.

98

78143

797.38

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Maintenance Work

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-

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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes as per technical specification Clause 1902

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-

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1 st Year

92.25

30541

331.07

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2 st Year

138.38

45813

331.07

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3 st Year

184.5

61082

331.07

... More
4 st Year

230.63

76354

331.07

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5 st Year

276.75

91623

331.07

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Making up loose of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

-

-

-

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1 st Year

461.25

20414

44.26

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2 st Year

615

27219

44.26

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3 st Year

768.75

34024

44.26

... More
4 st Year

922.5

40829

44.26

... More
5 st Year

1076.25

47634

44.26

... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

-

-

-

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1 st Year

768.75

13514

17.58

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2 st Year

1537.5

27029

17.58

... More
3 st Year

2306.25

40543

17.58

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4 st Year

3075

54058

17.58

... More
5 st Year

3843.75

67573

17.58

... More
Maintenance of BT road including filling up pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 ,1906

-

-

-

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1 st Year

461.25

146179

316.92

... More
2 st Year

615

194905

316.92

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3 st Year

768.75

243632

316.92

... More
4 st Year

1230

389811

316.92

... More
5 st Year

1537.5

487264

316.92

... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908

-

-

-

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1 st Year

20

27701

1385.09

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2 st Year

20

27701

1385.09

... More
3 st Year

20

27701

1385.09

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4 st Year

20

27701

1385.09

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5 st Year

20

27701

1385.09

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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910

-

-

-

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1 st Year

5.9

7445

1262.01

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2 st Year

5.9

7445

1262.01

... More
3 st Year

5.9

7445

1262.01

... More
4 st Year

5.9

7445

1262.01

... More
5 st Year

5.9

7445

1262.01

... More
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

-

-

-

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1 st Year

5.9

4416

748.53

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2 st Year

5.9

4416

748.53

... More
3 st Year

5.9

4416

748.53

... More
4 st Year

5.9

4416

748.53

... More
5 st Year

5.9

4416

748.53

... More
Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914

-

-

-

... More
1 st Year

20

2720

136.04

... More
2 st Year

22

2992

136.04

... More
3 st Year

24

3264

136.04

... More
4 st Year

26

3537

136.04

... More
5 st Year

28

3809

136.04

... More
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914

-

-

-

... More
1 st Year

40

334

8.37

... More
2 st Year

42

351

8.37

... More
3 st Year

44

368

8.37

... More
4 st Year

46

385

8.37

... More
5 st Year

48

401

8.37

... More
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914

-

-

-

... More
1 st Year

93.75

261

2.79

... More
2 st Year

187.5

523

2.79

... More
3 st Year

281.25

784

2.79

... More
4 st Year

375

1046

2.79

... More
5 st Year

468.75

1307

2.79

... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

-

-

-

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1 st Year

200

5780

28.9

... More
2 st Year

200

5780

28.9

... More
3 st Year

200

5780

28.9

... More
4 st Year

200

5780

28.9

... More
5 st Year

200

5780

28.9



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