Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Sep 2023
Closing Date25 Sep 2023
Tender Amount₹ 4,13,84,000 
Notes
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Costs

Summary

Constn. Of Road From Sasanpada To Mandarkhand Road Under Cmrl In The Dist. Of Jajpur For The Year 2022-23.

Description

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BOQ Items

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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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).

413.14

20528

49.69

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Providing Cement Concrete (1:3:6) in foundation with 40 mm crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days, conveyance, royality, taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-Charge.

2.6

15682

6031.91

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Construction of granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table 400-1, spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road and Bridge works and as per direction of the Engineer -in- Charge.

4250.03

10871534

2557.99

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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)

2951.41

9167108

3106.01

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Providing and applying primer coat (low porosity) with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoSRT&H Specifications for Road and Bridge works (4th Revision) and as per direction of the Engineer -in- Charge.

19676.06

690826

35.11

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD and as per direction of Engineer in charge.

19676.06

251853

12.8

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Providin & laying Semi Dense Bituminous Concret 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 508 of MoSRT&H Specifications for road and bridge works (4th Revision) etc. complete as per specification & direction of the Engineer in Charge.

491.9

4980871

10125.78

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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per MoRD technical specification Clause 309 and as per the direction of the Engineer-in-Charge.

11561.77

300721

26.01

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Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

106.14

761886

7178.13

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Cross Drainage Structures

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-

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Earthwork in excavation for foundation in hard soil including dressing and levelling the bed and depositing the soil with initial lead of 50m and initial lift of 1.5m etc. complete and as per the direction of the Engineer-in-Charge.

727.19

150361

206.77

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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.

215.23

210527

978.15

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Providing Cement Concrete (1:3:6) in Foundation with 40 mm crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days, conveyance, royality, taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-Charge.

18.4

110987

6031.91

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Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.

209.85

1251960

5965.98

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Plain cement concrete(1:2.5:5) in Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.

653.35

3990674

6108.02

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Providing and laying reinforced cement concrete R.C.C. grade M-25 including centering, shuttering, compacting by vibrators watering, curing finishing the exposed surface smooth with cost conveyance royalty of all materials etc. complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.

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-

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Foundation

9.38

68038

7253.57

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Substructure

15.68

139657

8906.7

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Superstructure

9.38

90501

9648.3

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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 Clauses 800, 900 and 1208.3 and as per direction of Engineer in Charge.

10

24887

2488.78

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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and Technical Specification and as per direction of Engineer in Charge.

2.82

20505

7271.35

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Providing HYSD reinforcement for RCC works including bending bindingand placing in position for finished item work as per drawings and Technical Specification and as per direction of Engineer in Charge.

31.81

269619

8476.46

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Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification and as per direction of Engineer-in-Charge.

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-

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600 mm dia Hume Pipe in Single Row

67.5

193220

2862.53

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1000 mm dia Hume Pipe in Single Row

30

193877

6462.58

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Providing & laying of fiter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.

22.04

67569

3065.77

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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification and as per direction of Engineer-in-Charge.

240.26

25815

107.45

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Rough stone dry packing in approns & revetments with hard granite stone of 15cm.to 30 cm size of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.

42.34

105511

2492.01

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Road Furnitures

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-

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Providing and fixing of 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 1700.1

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Sign board

1

9870

9870.3

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Citizen board

1

9870

9870.3

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Providing and fixing of semi-reflective cautionary, mandatory and informatory signboard as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front & gray colour on back with red reflective border of 65mm width & required letters & 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 47mm 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 of MORD and as per direction of Engineer in Charge.

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a) 600mm equilateral triangle

16

32156

2009.81

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b) 600mm Circular

16

33367

2085.49

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Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MoRD and as pe direction of Engineer in charge.

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-

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a) 5th Kilometer Stone (precast)

1

3950

3950.27

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a) Ordinary Kilometer Stone (precast)

4

9701

2425.48

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b) 200 Meter Stone (precast)

22

14654

666.12

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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.

108

92055

852.37

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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

351.65

109897

312.52

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2nd Year

358.68

112094

312.52

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3rd Year

379.78

118688

312.52

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4thYear

421.98

131877

312.52

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5th Year

492.31

153856

312.52

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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

1090.95

41379

37.93

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2nd Year

1309.14

49655

37.93

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3rd Year

1636.43

62069

37.93

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4thYear

1527.33

57931

37.93

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5th Year

1636.43

62069

37.93

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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

779.56

11779

15.11

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2nd Year

857.52

12957

15.11

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3rd Year

1013.43

15312

15.11

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4thYear

1247.3

18846

15.11

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5th Year

1403.21

21202

15.11

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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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-

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1st Year

155.85

47969

307.79

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2nd Year

233.78

71955

307.79

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3rd Year

202.61

62361

307.79

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4thYear

498.72

153501

307.79

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5th Year

701.33

215862

307.79

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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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-

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1st Year

52

7074

136.04

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2nd Year

52

7074

136.04

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3rd Year

52

7074

136.04

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4thYear

52

7074

136.04

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5th Year

52

7074

136.04

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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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-

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1st Year

208

1740

8.37

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2nd Year

208

1740

8.37

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3rd Year

208

1740

8.37

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4thYear

208

1740

8.37

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5th Year

208

1740

8.37

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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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-

-

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1st Year

1792.28

5000

2.79

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2nd Year

2150.74

6000

2.79

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3rd Year

2509.19

7000

2.79

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4thYear

2867.65

8000

2.79

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5th Year

3226.1

9000

2.79

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TOTAL PART-I

1

41383674

1



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