Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Sep 2023
Closing Date16 Sep 2023
Tender Amount₹ 4,11,87,000 
Notes
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Costs

Summary

Constn. And Maintenance Of R And B Road At Taradipal Chhak To Kulasahi Ashram School Via Ghagaradia Road Under Trip In The Dist. Of Kendrapara For The Year 2023-24.

Description

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BOQ Items

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Plain Cement Concete

37.94

24325

641.15

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Removing Hume pipes above 600 mm to 900 mm dia

22.5

6592

293.02

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means with a lead of 5Kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.

31568.08

6300673

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

995.32

49457

49.69

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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3. As per MoRD and direction of the Engineer in Charge.

1305

79631

61.02

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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 but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.

2640

68666

26.01

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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.

764.43

2227212

2913.56

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Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.

913.49

2915549

3191.66

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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & broushable stone screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.

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i) Grading -II (With Stone Screening)

120.49

508060

4216.62

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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.

10133.25

353447

34.88

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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.

10133.25

128590

12.69

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Providing & 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 work site ,laying with a hydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.

255.78

2537250

9919.66

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Construction of Shoulder with approaved materials like Moorum obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with all lead and lifts as per Technical Specification clause 303.1 of MoRD & as per direction of the Engineer-in-Charge.

220

392526

1784.21

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onstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501 of MoRD and direction of Engineer in Charge.

1413.8

10201740

7215.83

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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.

1538.06

318024

206.77

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Fillling in foundation trenches with sand including watering, ramming and cost, carriage, royalty, all labour T & P etc. complete and as per the specification and direction of the Engineer-in-Charge.

678.55

532939

785.41

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Cement Concrete of proportion (1:3:6) in foundation and floors by using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge.

38.35

232208

6054.99

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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.

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600 mm dia Hume Pipe

52.5

143298

2729.5

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1000 mm dia Hume Pipe

30

186761

6225.38

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Providing plain cement concrete M-15 (Nominal Mix 1:2.5:5) with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry consistent with strength & cover of concrete & laying in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required with cost conveyance, royality of all materials complete in all respect as per specification & direction of the Engineer-in-Charge.

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Foundation

252.42

1513061

5994.22

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Sub-Structure

1175.24

7211578

6136.26

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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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Foundation

27.68

201946

7295.74

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Sub-Structure

45.74

407142

8901.23

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Super Structure

24.16

232477

9622.41

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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.

15.36

34534

2248.34

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Providing & laying cement concrete wearing course M 30 grade including reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1206 and as per direction of the Engineer-in-Charge .

4.9

35752

7296.49

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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge

92.2

803051

8709.89

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Rough stone dry packing in aprons & revetments with hard granite stone of 30cm. & above size having individual weight not less than 40kg. of approved quality from approved quarry including cost, conveyance royality of all materials, cost of all labour including filling the interstics with small key stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. required for the work complete as per specification & direction of the Engineer-in-Charge.

307.5

786009

2556.13

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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge

59.9

190319

3177.28

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.

135

258309

1913.4

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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 and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.

277.5

29728

107.13

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Reinforced cement concrete M15 grade Kilometer stone/ local 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 but excluding the charges of GST and as per direction of Engineer-in-Charge.

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a) 5th Kilometer Stone (Precast)

1

4046

4046.83

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b) Ordinary Kilometer Stone (precast)

4

9965

2491.28

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c) 200 Meter Stone (precast)

26

17726

681.77

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Guide Post (M-20)

55

49864

906.62

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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring but excluding the charges of GST etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.

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-

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Information signs Board

2

19854

9927.18

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Providing and fixing of typical MMSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1

2

20666

10333.3

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Providing and fixing of semi reflective cautionary, mandotory and 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 65mm width and required letters and figures with reflective tape enginnering grade as per Clause 1701.3.9 of MORD for Rural Road of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the gorund by mean of properly designed foundations with M-15 grade cement concrete 450 x 450x 600 mm, 600mm below ground level as per approved drawing Clause 1701.2.2 of MORD specification for Rural road as per direction of the Engineer-In-Charge

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a) 600mm equilateral triangle

15

30584

2038.94

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b) 600mm Circular

10

21146

2114.62

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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 specification Clause 1902

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-

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1st year

422.82

129721

306.8

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2nd year

507.38

155664

306.8

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3rd year

591.95

181610

306.8

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4th year

676.51

207553

306.8

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5th year

761.08

233499

306.8

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

-

-

-

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1st year

387.59

14255

36.78

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2nd year

465.11

17106

36.78

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3rd year

542.63

19957

36.78

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4th year

620.14

22808

36.78

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5th year

697.66

25659

36.78

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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 drawing and technical specification clause 1903

-

-

-

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1st year

696.87

10529

15.11

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2nd year

836.24

12635

15.11

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3rd year

975.62

14741

15.11

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4th year

1114.99

16847

15.11

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5th year

1254.37

18953

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

-

-

-

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1st year

131.54

40086

304.75

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2nd year

263.08

80173

304.75

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3rd year

394.62

120260

304.75

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4th year

526.16

160347

304.75

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5th year

657.7

200434

304.75

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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

13

18006

1385.09

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2nd year

13

18006

1385.09

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3rd year

13

18006

1385.09

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4th year

13

18006

1385.09

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5th year

13

18006

1385.09

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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

2.61

1916

734.31

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2nd year

2.61

1916

734.31

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3rd year

2.61

1916

734.31

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4th year

2.61

1916

734.31

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5th year

2.61

1916

734.31

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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

-

-

-

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1st year

23

3128

136.04

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2nd year

23

3128

136.04

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3rd year

23

3128

136.04

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4th year

23

3128

136.04

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5th year

23

3128

136.04

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Cutting of shurb from the road way or with in ROW including disposal of wood and leaves to suitable location as per technical specification Clause 1914

-

-

-

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1st year

99

828

8.37

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2nd year

99

828

8.37

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3rd year

99

828

8.37

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4th year

99

828

8.37

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5th year

99

828

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

-

-

-

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1st year

861.3

2403

2.79

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2nd year

1033.56

2883

2.79

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3rd year

1205.82

3364

2.79

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4th year

1378.08

3844

2.79

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5th year

1550.34

4325

2.79

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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

260

7514

28.9

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2nd year

260

7514

28.9

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3rd year

260

7514

28.9

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4th year

260

7514

28.9

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5th year

260

7514

28.9



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