Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Dec 2024
Closing Date7 Jan 2025
Tender Amount₹ 9,69,21,566 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead as per Technical Specification Clause 202 of MoRD by manual means & as per direction of the Engineer-in-Charge.

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-

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Cement Mortar

242.21

840

203456.4

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Cement Concrete

13.86

1574

21829.36

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Hume pipes above 600mm to 900mm dia

55

383

21110.65

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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within 5km lead, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.

15580.69

200

3129849.01

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Construction of embankment with approved materials deposited at site from roadway cutting / excavation of foundation of CD sturctures, retaining walls, drain etc. by mechanical means graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & MORD clause 301.5 as directed by Engineer in charge.

4356.55

50

219308.73

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Construction of granular sub-base by providing Grading-VI Material as per table 400-2, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

1842.01

2639

4861064.39

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Providin, laying, spreading & compacting graded stone aggregate to 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 sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

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-

-

3872.31

3304

12795235.21

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Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)

24526.92

39

973963.99

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Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

24526.92

14

353923.46

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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45

1226.24

9146

11215215.56

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Providin & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 509 of MoSRT&H Specifications for road and bridge works (4th Revision

613.12

10960

6720212.12

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Construction of Soil Aggregate Sub-Base by Providing well graded material of nominal maximum size grading 20mm as per table 2.3 of IRC-77-2008. spreading in uniforem layers with tactor mounted appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount approplate rotavator attaachment and compaction with 3wheel 80-100KN static rooler capacity to achieve the desired density complete as per specification contained in para 2.2, 3.6 and 3.7 of IRC SP 77-2008.

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Morrum Shoulder

870.4

571

497172.48

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Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge.

5222.4

28

149726.21

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Construction of un-reinforced, plain cement concrete pavement (M30) over a prepared sub base with 43 grade cement @ 400 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, 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, Tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

3168.48

7731

24496691.22

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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 emb. (DATA BOOK , P-52/301/3.6) As per MoRTH.

4445.77

74

332187.93

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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.

1435.6

270

388889.68

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Filling sand-Supplying & filling good clean river sand 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.

939.06

1471

1382136.68

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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.

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-

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Foundation

1438.6

6454

9284911.42

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Sub-Structure

1113.48

6701

7462142.11

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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.

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-

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600 mm dia HP Culvert

45

2945

132556.05

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1000 mm dia HP Culvert

15

6583

98751.45

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R.C.C work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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.

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Drain Wall

23.6

7344

173323.83

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Drain Slab

11.7

7467

87375.37

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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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.

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-

-

57.75

7859

453863.6

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Walls of Box

50.18

9658

484652.49

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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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.

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-

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Pier Cap

4.2

9950

41792.77

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Dirt Wall

4.96

10301

51095.59

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Deck Slab

79.35

10535

835986.37

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R.C.C. M-30 grade for wearing coat 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.

12.72

7687

97779.66

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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.

60

2303

138203.4

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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

356.39

8835

3148697.11

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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.

319

111

35542.98

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Water based Cement paint with 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.

230.8

147

33978.38

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Rough stone Dry Packing in approns & rivetments using HBG stone of approved quality including cost conveyance, royality, taxes etc. complete.

107.1

2763

295939.79

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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.

41.04

3327

136543.36

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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.

48.6

1009

49039.34

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Providing and fixing of typical 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 1701 and Annexure 1700 of MoRD as per direction of the Engineer-in-Charge.

3

10719

32159.04

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Providing and fixing of typical Citizens information board including maintenance board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 1701 and Annexure 1700.1

3

11176

33528.39

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Providing and fixing of reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2

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-

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900mm equilateral triangle

16

5822

93166.88

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600mm dia Circular

16

5264

84232.32

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Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.

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i) Ordinary kilometer stone (Precast)

7

2633

18432.89

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ii) 200 m Stone(Precast)

38

744

28278.84

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5th Kilometer stone (Precast)

1

4370

4370.71

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Construction of RCC guard posts/ Boundary stone of 200mm to 250mm dia M15 grade cast-in-situ with 20 mm and down graded size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 of MoRD and as per direction of the Engineer-in-Charge.

50

951

47574.5

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Providing & laying of hot applied thermoplastic compond 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform & free from streaks & holes as per drawing and Technical Specifications of MoRT&H clause 803 and as per direction of Engineer-in-Charge.

1852.35

280

520417.73

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Restoration of rain cuts with soil, 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 drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge

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-

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1st year

715.5

412

295415.64

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2nd year

858.6

412

354498.77

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3rd year

1001.7

412

413581.9

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4th year

1144.8

412

472665.02

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5th year

1287.9

412

531748.15

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Making up loss 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 MORD technical specification Clause 1903 as per direction of the Engineer in charge.

-

-

-

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1st year

1788.75

52

93444.3

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2nd year

2146.5

52

112133.16

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3rd year

2504.25

52

130822.02

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4th year

2862

52

149510.88

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5th year

3219.75

52

168199.74

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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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1st year

551.53

20

11488.37

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2nd year

661.84

20

13786.13

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3rd year

772.14

20

16083.68

... More
4th year

882.45

20

18381.43

... More
5th year

992.75

20

20678.98

... More
Repair to 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 C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.

-

-

-

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1st year

289.72

343

99614.43

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2nd year

579.44

343

199228.86

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3rd year

869.16

343

298843.28

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4th year

1158.88

343

398457.71

... More
5th year

1448.6

343

498072.14

... 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 of MORD and as per direction of the Engineer in charge.

-

-

-

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1st year

11

1713

18845.31

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2nd year

11

1713

18845.31

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3rd year

11

1713

18845.31

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4th year

11

1713

18845.31

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5th year

11

1713

18845.31

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Maintenance of 200 metre, km stones & 5th Km stones 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 of MORD as per direction of the Engineer in charge.

-

-

-

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1st year

7.95

873

6947.98

... More
2nd year

7.95

873

6947.98

... More
3rd year

7.95

873

6947.98

... More
4th year

7.95

873

6947.98

... More
5th year

7.95

873

6947.98

... More
Cutting of branches of trees 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 of MORD as per direction of the Engineer in charge.

-

-

-

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1st year

72

176

12679.92

... More
2nd year

73

176

12856.03

... More
3rd year

71

176

12503.81

... More
4th year

72

176

12679.92

... More
5th year

74

176

13032.14

... More
Cutting of shurb 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 of MORD as per direction of the Engineer in charge.

-

-

-

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1st year

302

10

3312.94

... More
2nd year

303

10

3323.91

... More
3rd year

304

10

3334.88

... More
4th year

303

10

3323.91

... More
5th year

305

10

3345.85

... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge

-

-

-

... More
1st year

2981.25

3

10911.38

... More
2nd year

3577.5

3

13093.65

... More
3rd year

4173.75

3

15275.93

... More
4th year

4770

3

17458.2

... More
5th year

5366.25

3

19640.48

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

-

-

-

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1st year

198

33

6569.64

... More
2nd year

198

33

6569.64

... More
3rd year

198

33

6569.64

... More
4th year

198

33

6569.64

... More
5th year

198

33

6569.64



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