Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date20 Jun 2019
Closing Date10 Jul 2019
Tender Amount₹ 2,01,79,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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A/R to Nibhera

1.2

14866

12389

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A/ R to Kanarda

0.72

8920

12389

... More
A/ R to Firojpur

1.08

13380

12389

... More
A/R to Naroli

3.6

44600

12389

... More
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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303.1.

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-

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11/950 of Karanpur Rodhai Road K to Simara

540

68580

127

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A/R to Shyampur

780

99060

127

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A/R to Nibhera

2250

285750

127

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A/ R to Kanarda

1350

171450

127

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A/ R to Firojpur

2025

257175

127

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A/R to Naroli

6750

857250

127

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. By Mix in Place Method, For Grading III Material

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-

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11/950 of Karanpur Rodhai Road K to Simara

180

80640

448

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A/R to Shyampur

260

116480

448

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A/R to Nibhera

600

268800

448

... More
A/ R to Kanarda

360

161280

448

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A/ R to Firojpur

540

241920

448

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A/R to Naroli

1800

806400

448

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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate. WBM Grading 3, By Manual Means

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-

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11/950 of Karanpur Rodhai Road K to Simara

25.31

31688

1252

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A/R to Shyampur

36.56

45773

1252

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A/R to Nibhera

84.38

105643

1252

... More
A/ R to Kanarda

50.63

63388

1252

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A/ R to Firojpur

84.38

105643

1252

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A/R to Naroli

253.13

316918

1252

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502. Low porosity

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-

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11/950 of Karanpur Rodhai Road K to Simara

337.5

14175

42

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A/R to Shyampur

487.5

20475

42

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A/R to Nibhera

1125

47250

42

... More
A/ R to Kanarda

675

28350

42

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A/ R to Firojpur

1125

47250

42

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A/R to Naroli

3375

141750

42

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.

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-

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11/950 of Karanpur Rodhai Road K to Simara

3375

40500

12

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A/R to Shyampur

4875

58500

12

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A/R to Nibhera

11250

135000

12

... More
A/ R to Kanarda

6750

81000

12

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A/ R to Firojpur

10125

121500

12

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A/R to Naroli

33750

405000

12

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 of either Type A or Type B or Type C as per MoRD Specification Clause 508. Case - II By Mechanical Means. Bitumen (VG-30)

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-

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A/R to Nibhera

11685.38

1495728

128

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A/ R to Kanarda

7011.23

897437

128

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A/ R to Firojpur

10476

1340928

128

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A/R to Naroli

36028.13

4611600

128

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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penitration grade bitumen or emulsion to required line, grade and level to serve as waering course on a previously prepared base, including cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix 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 of either Type A or Type B or Type C as per MoRD specification Clause 508. Bitumen VG-30 (By mechnical means) Waste Plastic-8% of bitumen

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-

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11/950 of Karanpur Rodhai Road K to Simara

3630.23

457408

126

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A/R to Shyampur

5335.69

672296

126

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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 A, Type B and Type C as per MoRD Specification Clause 510. By Mechanical Means. Case - II : Type B. Bitumen (VG-30)

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-

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11/950 of Karanpur Rodhai Road K to Simara

3375

162000

48

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A/R to Shyampur

4875

234000

48

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A/R to Nibhera

11250

540000

48

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A/ R to Kanarda

6750

324000

48

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A/ R to Firojpur

10125

486000

48

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A/R to Naroli

33750

1620000

48

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703

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-

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Ordinary Kilometer Stone (Precast)

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-

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11/950 of Karanpur Rodhai Road K to Simara

1

1589

1589

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A/R to Shyampur

1

1589

1589

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A/R to Nibhera

3

4767

1589

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A/ R to Kanarda

2

3178

1589

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A/ R to Firojpur

3

4767

1589

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A/R to Naroli

8

12712

1589

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200 m stone (precast)

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-

-

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11/950 of Karanpur Rodhai Road K to Simara

4

1456

364

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A/R to Shyampur

5

1820

364

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A/R to Nibhera

12

4368

364

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A/ R to Kanarda

7

2548

364

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A/ R to Firojpur

10

3640

364

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A/R to Naroli

36

13104

364

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Providing and fixing of typical PMGSY 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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11/950 of Karanpur Rodhai Road K to Simara

1

10822

10822

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A/R to Shyampur

1

10822

10822

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A/R to Nibhera

1

10822

10822

... More
A/ R to Kanarda

1

10822

10822

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A/ R to Firojpur

1

10822

10822

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A/R to Naroli

1

10822

10822

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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.

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11/950 of Karanpur Rodhai Road K to Simara

1

8712

8712

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A/R to Shyampur

1

8712

8712

... More
A/R to Nibhera

1

8712

8712

... More
A/ R to Kanarda

1

8712

8712

... More
A/ R to Firojpur

1

8712

8712

... More
A/R to Naroli

1

8712

8712

... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in 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. 300 mm dia

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-

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11/950 of Karanpur Rodhai Road K to Simara

15

10560

704

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A/R to Shyampur

15

10560

704

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A/R to Nibhera

67.5

47520

704

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A/ R to Kanarda

30

21120

704

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A/ R to Firojpur

45

31680

704

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A/R to Naroli

82.5

58080

704

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Annual maintenance charges on pro rata basis as per fixed amounts

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-

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1st year

18.7

207345

11088

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2nd year

18.7

264735

14157

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3rd year

18.7

338787

18117

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4th year

18.7

398029

21285

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5th year

18.7

457271

24453



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