Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 5,42,64,266 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Cement Concrete

27.72

1574

43658.72

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Hume pipes above 600mm to 900mm dia

25

383

9595.75

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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.

13420.7

200

2695950.22

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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.

1908.91

50

96094.53

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Providing & laying good quality of moorum in sub-base in layers not exceding 100 mm watering and compacting to required density in O.M.C with PRR including hire and running charges of PRR etc complete.

3867.05

1639

6338945.7

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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)

-

-

-

3069.91

3217

9877435.43

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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)

20467.58

38

784522.34

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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).

20467.58

13

285318.07

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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

584.78

10366

6062326.54

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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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-

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Morrum Shoulder

1999.13

571

1141903.06

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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.

9595.8

28

275111.59

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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.

983.36

7727

7599130.74

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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.

289.97

74

21666.56

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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.

1481.62

270

401356.04

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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.

320.31

1620

519062.36

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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

646.75

6456

4175903.06

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Sub-Structure

1003.07

6704

6724842.08

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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

37.5

2915

109314.38

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1000 mm dia HP Culvert

15

6532

97985.7

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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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-

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Drain Wall

62.4

7341

458091.5

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Drain Slab

28.05

7464

209392.13

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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

10.5

9939

104364.33

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Dirt Wall

12.4

10289

127593.64

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Deck Slab

40.5

10523

426196.89

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Wearing Coat

10.15

7603

77178.27

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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.

30

2282

68465.4

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

203.83

8721

1777756.34

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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.

372

111

41544.96

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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.

300

147

44166

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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

10722

32167.92

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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

11182

33547.47

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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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900mm equilateral triangle

20

5799

115981.4

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600mm dia Circular

14

5240

73369.24

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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

2634

18440.31

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ii) 200 m Stone(Precast)

28

742

20790

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5th Kilometer stone (Precast)

1

4371

4371.2

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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.

250

938

234740

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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

315

412

130057.2

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2nd year

378

412

156068.64

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3rd year

441

412

182080.08

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4th year

504

412

208091.52

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5th year

567

412

234102.96

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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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-

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1st year

1575

52

82278

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2nd year

1890

52

98733.6

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3rd year

2205

52

115189.2

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4th year

2520

52

131644.8

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5th year

2835

52

148100.4

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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

105

20

2187.15

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2nd year

126

20

2624.58

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3rd year

147

20

3062.01

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4th year

168

20

3499.44

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5th year

189

20

3936.87

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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

155.14

332

51517.34

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2nd year

310.28

332

103034.68

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3rd year

465.42

332

154552.02

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4th year

620.56

332

206069.36

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5th year

775.7

332

257586.7

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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

12

1713

20558.52

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2nd year

12

1713

20558.52

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3rd year

12

1713

20558.52

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4th year

12

1713

20558.52

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5th year

12

1713

20558.52

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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

873

6117.72

... More
2nd year

7

873

6117.72

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3rd year

7

873

6117.72

... More
4th year

7

873

6117.72

... More
5th year

7

873

6117.72

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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

63

176

11094.93

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2nd year

64

176

11271.04

... More
3rd year

62

176

10918.82

... More
4th year

63

176

11094.93

... More
5th year

65

176

11447.15

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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

266

10

2918.02

... More
2nd year

267

10

2928.99

... More
3rd year

268

10

2939.96

... More
4th year

267

10

2928.99

... More
5th year

269

10

2950.93

... 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

-

-

-

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1st year

2625

3

9607.5

... More
2nd year

3150

3

11529

... More
3rd year

3675

3

13450.5

... More
4th year

4200

3

15372

... More
5th year

4725

3

17293.5

... 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

216

33

7166.88

... More
2nd year

216

33

7166.88

... More
3rd year

216

33

7166.88

... More
4th year

216

33

7166.88

... More
5th year

216

33

7166.88



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