Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Eprocure
Opening Date22 Aug 2019
Closing Date7 Sep 2019
Tender Amount₹ 6,15,66,088 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Chandmara to Lobhi Road

19200

42240

2.2

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Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and all lead as per Technical Specification Clause 301.4

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-

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SH-356 Goberwahi to Karli Road

7245

87302

12.05

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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 with a lift and lead upto as per Technical Specification Clause 302.3

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-

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MDR-07 Pathari to Dhutera Road

1914.68

116604

60.9

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SH-356 Goberwahi to Karli Road

1722.39

104893

60.9

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Chandmara to Lobhi Road

4430.89

269841

60.9

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Construction of embankment with approved materials deposited at site from raodway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (5% CBR & 97 PD.)

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MDR-07 Pathari to Dhutera Road

1914.68

74959

39.15

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SH-356 Goberwahi to Karli Road

1722.39

67431

39.15

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Chandmara to Lobhi Road

4430.89

173469

39.15

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Construction of embankment with approved material obtained from borrow pits with all lift upto, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5

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MDR-07 Pathari to Dhutera Road

877.76

280839

319.95

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SH-356 Goberwahi to Karli Road

4117.5

1317394

319.95

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Chandmara to Lobhi Road

4407.54

1410192

319.95

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Construction of granular sub-base by providing Grading-I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(BT Road, CC Road, C.D.Work,)

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-

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MDR-07 Pathari to Dhutera Road

622.72

852534

1369.05

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SH-356 Goberwahi to Karli Road

457.05

625724

1369.05

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Chandmara to Lobhi Road

1132.76

1550805

1369.05

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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 and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (WBM-G-II)

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-

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MDR-07 Pathari to Dhutera Road

1018.1

3375357

3315.35

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SH-356 Goberwahi to Karli Road

2564.67

8201429

3197.85

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Chandmara to Lobhi Road

1703.11

5746463

3374.1

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with all lead lift and lifts as per Technical Specification Clause 303.1 (BT Road, CC Road, Wearing Coat, C.D.Work,Field Drain)

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-

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MDR-07 Pathari to Dhutera Road

767.89

334147

435.15

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SH-356 Goberwahi to Karli Road

1725.81

750986

435.15

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Chandmara to Lobhi Road

1354.23

589293

435.15

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Construction of 50 mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

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-

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MDR-07 Pathari to Dhutera Road

6149.6

1573067

255.8

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SH-356 Goberwahi to Karli Road

14923.78

3712290

248.75

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Chandmara to Lobhi Road

8886.93

2304825

259.35

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg / sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Above M.P.M.)

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-

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MDR-07 Pathari to Dhutera Road

6149.6

66415

10.8

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SH-356 Goberwahi to Karli Road

14923.78

161176

10.8

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Chandmara to Lobhi Road

8886.93

96423

10.85

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. (excluding seal coat)

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-

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MDR-07 Pathari to Dhutera Road

6149.6

1030672

167.6

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SH-356 Goberwahi to Karli Road

14923.78

2457946

164.7

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Chandmara to Lobhi Road

8886.93

1507667

169.65

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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510

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-

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MDR-07 Pathari to Dhutera Road

6149.6

323776

52.65

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SH-356 Goberwahi to Karli Road

14923.78

776036

52

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Chandmara to Lobhi Road

8886.93

471895

53.1

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Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.

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-

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MDR-07 Pathari to Dhutera Road

3

6823

2274.6

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SH-356 Goberwahi to Karli Road

5

11373

2274.6

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Chandmara to Lobhi Road

4

9098

2274.6

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Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (Using 43 Grade OPC Cement)

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-

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MDR-07 Pathari to Dhutera Road

10

6841

684.1

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SH-356 Goberwahi to Karli Road

19

12997

684.1

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Chandmara to Lobhi Road

13

8893

684.1

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Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.

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-

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MDR-07 Pathari to Dhutera Road

234

140961

602.4

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SH-356 Goberwahi to Karli Road

543

327103

602.4

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Chandmara to Lobhi Road

349

210237

602.4

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Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

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-

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MDR-07 Pathari to Dhutera Road

112

16828

150.25

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SH-356 Goberwahi to Karli Road

264

39666

150.25

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Chandmara to Lobhi Road

168

25242

150.25

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Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete.

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-

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MDR-07 Pathari to Dhutera Road

24

19087

795.3

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SH-356 Goberwahi to Karli Road

48

37891

789.4

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Chandmara to Lobhi Road

34

27346

804.3

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Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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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MDR-07 Pathari to Dhutera Road

1

19330

19330

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SH-356 Goberwahi to Karli Road

2

40922

20461.3

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Chandmara to Lobhi Road

1

20461

20461.3

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Providing and fixing of semi 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 (I) Village name Board

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-

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MDR-07 Pathari to Dhutera Road

1

4487

4487.6

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SH-356 Goberwahi to Karli Road

2

8975

4487.6

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Chandmara to Lobhi Road

2

8975

4487.6

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(I) 600 mm Equilateral and Trangle

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-

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MDR-07 Pathari to Dhutera Road

8

20633

2579.15

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SH-356 Goberwahi to Karli Road

6

15474

2579.15

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Chandmara to Lobhi Road

14

36108

2579.15

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Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing.

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-

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MDR-07 Pathari to Dhutera Road

3

55539

18513

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SH-356 Goberwahi to Karli Road

3

55539

18513

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Chandmara to Lobhi Road

3

55539

18513

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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia.Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings

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-

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MDR-07 Pathari to Dhutera Road

4

4039

1009.8

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SH-356 Goberwahi to Karli Road

8

8078

1009.8

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Chandmara to Lobhi Road

4

4039

1009.8

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Providing and laying PVC Pipe 100mm Ø for Weephole

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-

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MDR-07 Pathari to Dhutera Road

35

5355

153

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SH-356 Goberwahi to Karli Road

55

8415

153

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Chandmara to Lobhi Road

105

16065

153

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Construction of un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC cement or any other type as per Clause 1501.2.2 M-30 (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 and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (wheel specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (excluding dowel bars and Including 125 micron white colour polythene sheet) .

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-

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MDR-07 Pathari to Dhutera Road

133.88

1083062

8089.8

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SH-356 Goberwahi to Karli Road

231.42

1852297

8004.05

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Chandmara to Lobhi Road

461.87

3790035

8205.85

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all lead and lifts, dressing of sides and bottom and backfilling in trenches with excavated suitable material. For CC Drain+C.D.Works+F.D.+Protection Wall

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-

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MDR-07 Pathari to Dhutera Road

285.11

56123

196.85

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SH-356 Goberwahi to Karli Road

1161.8

228700

196.85

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Chandmara to Lobhi Road

1245.34

245145

196.85

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Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 For CC Drain+C.D.Works

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-

-

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MDR-07 Pathari to Dhutera Road

53.98

87598

1622.8

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SH-356 Goberwahi to Karli Road

120.37

187187

1555.1

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Chandmara to Lobhi Road

147.84

249428

1687.15

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Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Using 43 Grade OPC Cement) For CC Drain+C.D.Works+ Protection Work

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-

-

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MDR-07 Pathari to Dhutera Road

50.33

323329

6424.2

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SH-356 Goberwahi to Karli Road

74.13

470191

6342.8

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Chandmara to Lobhi Road

110.72

724186

6540.7

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Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (Using 43 Grade OPC Cement) For CC Drain+C.D.Works

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-

-

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MDR-07 Pathari to Dhutera Road

80.31

525970

6549.25

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SH-356 Goberwahi to Karli Road

381.87

2475357

6482.2

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Chandmara to Lobhi Road

336.74

2242317

6658.9

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Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 802, 1205.4 and 1205.5 For CC Drain+C.D.Works

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-

-

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MDR-07 Pathari to Dhutera Road

13.77

105916

7691.8

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SH-356 Goberwahi to Karli Road

9.18

69867

7610.85

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Chandmara to Lobhi Road

70.53

550440

7804.35

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Supplying fitting and placing TMT b ar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202 For CC Drain+C.C.Wearing Coat

-

-

-

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MDR-07 Pathari to Dhutera Road

0.92

57800

62827.1

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SH-356 Goberwahi to Karli Road

0.62

38921

62776.1

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Chandmara to Lobhi Road

6.84

429986

62863.5

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Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 and 1202 (Item No. 13.3 / P.No. 53) For C.C.Wearing Coat

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-

-

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MDR-07 Pathari to Dhutera Road

6.98

438558

62830.75

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row 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. C.D.Works 1000 MM Dia Pipe.

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-

-

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MDR-07 Pathari to Dhutera Road

7.5

53247

7099.7

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SH-356 Goberwahi to Karli Road

15

106495

7099.7

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Chandmara to Lobhi Road

82.5

585725

7099.7

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C.D.Works 1200 MM Dia Pipe.

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-

-

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SH-356 Goberwahi to Karli Road

60

561192

9353.2

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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row 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. F.D.Works

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-

-

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MDR-07 Pathari to Dhutera Road

60

108111

1801.85

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SH-356 Goberwahi to Karli Road

260

468481

1801.85

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Chandmara to Lobhi Road

375

675693

1801.85

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Providing and laying Cement concrete Wearing Course M-30 grade Excluding reinforcement complete as per drawing and technical specification Clause 800 and 1206.3 ( For Wearing Coat M-30)

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-

-

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MDR-07 Pathari to Dhutera Road

69.75

579605

8309.75

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Chandmara to Lobhi Road

42.75

360371

8429.75



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