Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Eprocure
Opening Date27 Jan 2021
Closing Date24 Feb 2021
Tender Amount₹ 2,41,06,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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c) A/R to Dholi

1.02

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17516

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d) A/R to Bansla

1.13

-

17516

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e) A/R to Manrajpura

0.3

-

17516

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f) A/R to Gothra

0.74

-

17516

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g) A/R to Kherli Kalan

0.28

-

17516

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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.for Grading III material

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-

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a) A/R to Bagawada

511.88

-

532

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b) A/R to Nayagaon

1644.75

-

532

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c) A/R to Dholi

860.63

-

532

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d) A/R to Bansla

1274.06

-

532

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e) A/R to Manrajpura

349.5

-

532

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f) A/R to Gothra

393.75

-

532

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g) A/R to Kherli Kalan

234.38

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532

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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 compacted to meet requirement of Table 300.2 with lead upto 50 m as per MoRD Specification Clause 303.1.

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-

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a) A/R to Bagawada

288

-

55

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b) A/R to Nayagaon

1800

-

55

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c) A/R to Dholi

1440

-

55

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d) A/R to Bansla

1800

-

55

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e) A/R to Manrajpura

264

-

55

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f) A/R to Gothra

720

-

55

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g) A/R to Kherli Kalan

840

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55

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all Lead

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-

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a) A/R to Bagawada

112.5

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1179

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b) A/R to Nayagaon

225

-

1179

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c) A/R to Dholi

129.38

-

1179

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d) A/R to Bansla

75

-

1179

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e) A/R to Manrajpura

112.5

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1179

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Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.

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-

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a) A/R to Bagawada

185.63

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114

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b) A/R to Nayagaon

843.75

-

114

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c) A/R to Dholi

573.75

-

114

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d) A/R to Bansla

750

-

114

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e) A/R to Manrajpura

225

-

114

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f) A/R to Gothra

337.5

-

114

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g) A/R to Kherli Kalan

262.5

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114

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Digging out entitle W.B.M surface including sorting out serviceable material its stacking and removal of rubbish upto 50 M lead.

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-

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a) A/R to Bagawada

405

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121

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e) A/R to Manrajpura

405

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121

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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

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-

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b) A/R to Nayagaon

1125

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49

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.

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-

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a) A/R to Bagawada

6187.5

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11

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b) A/R to Nayagaon

17595

-

11

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c) A/R to Dholi

19507.5

-

11

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d) A/R to Bansla

15797.25

-

11

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e) A/R to Manrajpura

3750

-

11

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f) A/R to Gothra

6885

-

11

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g) A/R to Kherli Kalan

2677.5

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11

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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 of aggregate and plastic waste cutting in a hotmix 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. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30

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a) A/R to Bagawada

6187.5

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104

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b) A/R to Nayagaon

17595

-

104

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c) A/R to Dholi

19507.5

-

104

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d) A/R to Bansla

15797.25

-

104

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e) A/R to Manrajpura

3750

-

104

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f) A/R to Gothra

6885

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104

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g) A/R to Kherli Kalan

2677.5

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104

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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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a) A/R to Bagawada

6187.5

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36

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b) A/R to Nayagaon

17595

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36

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c) A/R to Dholi

19507.5

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36

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d) A/R to Bansla

15797.25

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36

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e) A/R to Manrajpura

3750

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36

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f) A/R to Gothra

6885

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36

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g) A/R to Kherli Kalan

2677.5

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36

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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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(i) Ordinary Kilometer Stone (Precast)

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-

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a) A/R to Bagawada

3

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1477

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b) A/R to Nayagaon

5

-

1477

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c) A/R to Dholi

5

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1477

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d) A/R to Bansla

5

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1477

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e) A/R to Manrajpura

3

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1477

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f) A/R to Gothra

3

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1477

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g) A/R to Kherli Kalan

2

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1477

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(ii)200 m stone (precast)

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-

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a) A/R to Bagawada

8

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337

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b) A/R to Nayagaon

20

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337

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c) A/R to Dholi

20

-

337

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d) A/R to Bansla

20

-

337

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e) A/R to Manrajpura

7

-

337

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f) A/R to Gothra

8

-

337

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g) A/R to Kherli Kalan

3

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337

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.

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a) A/R to Bagawada

1

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12962

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b) A/R to Nayagaon

1

-

12962

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c) A/R to Dholi

1

-

12962

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d) A/R to Bansla

1

-

12962

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e) A/R to Manrajpura

1

-

12962

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f) A/R to Gothra

1

-

12962

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g) A/R to Kherli Kalan

1

-

12962

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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700

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-

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a) A/R to Bagawada

1

-

13916

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b) A/R to Nayagaon

1

-

13916

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c) A/R to Dholi

1

-

13916

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d) A/R to Bansla

1

-

13916

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e) A/R to Manrajpura

1

-

13916

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f) A/R to Gothra

1

-

13916

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g) A/R to Kherli Kalan

1

-

13916

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Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700

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-

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a) A/R to Bagawada

1

-

4007

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b) A/R to Nayagaon

2

-

4007

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c) A/R to Dholi

2

-

4007

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d) A/R to Bansla

2

-

4007

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e) A/R to Manrajpura

1

-

4007

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Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

-

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-

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a) A/R to Bagawada

54

-

551

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b) A/R to Nayagaon

70.2

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551

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c) A/R to Dholi

54

-

551

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d) A/R to Bansla

54

-

551

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e) A/R to Manrajpura

54

-

551

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f) A/R to Gothra

21.6

-

551

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g) A/R to Kherli Kalan

27

-

551

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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 1701.2.2 600 mm equilateral triangle

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-

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a) A/R to Bagawada

4

-

1610

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b) A/R to Nayagaon

8

-

1610

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c) A/R to Dholi

8

-

1610

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d) A/R to Bansla

11

-

1610

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e) A/R to Manrajpura

2

-

1610

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Construction of un-reinforced, without dowel bar, 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 and appropriate weigh batcher 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, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments

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-

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a) A/R to Bagawada

84.38

-

5083

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c) A/R to Dholi

129.38

-

5083

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d) A/R to Bansla

112.5

-

5083

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e) A/R to Manrajpura

112.5

-

5083

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f) A/R to Gothra

61.31

-

5083

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 PCC Grade M-10 Nominal mix 1:3:6

-

-

-

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c) A/R to Dholi

75

-

3255

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 PCC Grade M-20 Nominal mix 1:2:4

-

-

-

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f) A/R to Gothra

75

-

3610

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. 300mm dia

-

-

-

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a) A/R to Bagawada

37.5

-

1574

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c) A/R to Dholi

60

-

1574

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d) A/R to Bansla

22.5

-

1574

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e) A/R to Manrajpura

30

-

1574

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Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

-

-

-

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b) A/R to Nayagaon

48

-

211

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c) A/R to Dholi

110.4

-

211

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10, Nominal mix 1:3:6

-

-

-

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b) A/R to Nayagaon

8.82

-

3255

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c) A/R to Dholi

41.4

-

3255

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Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubbel Masonary In 1:4 cement mortar

-

-

-

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b) A/R to Nayagaon

107.91

-

2852

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)

-

-

-

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b) A/R to Nayagaon

7.13

-

3610

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.1000 mm dia

-

-

-

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b) A/R to Nayagaon

7.5

-

7932

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Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type

-

-

-

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b) A/R to Nayagaon

47.2

-

75

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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.1175 mm thick

-

-

-

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b) A/R to Nayagaon

8

-

319

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 RCC Grade M-20

-

-

-

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c) A/R to Dholi

71.3

-

3771

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202

-

-

-

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c) A/R to Dholi

4.78

-

46678

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Annual maintenance charges on pro rata basis as per fixed amounts

-

-

-

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For 1st year (0.68%)

21.76

-

7140

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For 2nd year (0.87%)

21.76

-

9135

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For 3rd year (1.12%)

21.76

-

11761

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For 4th year (1.31%)

21.76

-

13756

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For 5th year (1.52%)

21.76

-

15961



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