Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 May 2025
Closing Date23 Jun 2025
Tender Amount₹ 1,50,40,000 
Notes
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Costs

  • EMD

    ₹ 3,00,800
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 2,000

Description

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BOQ Items

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AR ARET KI BHAGAL Km 0/000 to 1/000

0.3

12513

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

0.6

12513

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

0.45

12513

-

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AR Dabkuriya Km 0/000 to 2/000

0.6

12513

-

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AR koda kada Km 0/000 to 1/300

0.39

12513

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

0.36

12513

-

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Wet Mix Macadam 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 400-12 & 400-13 and MoRTH Specification Clause 406..By Mechanical Means with all lead

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

136.390625

1147

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

150.28125

1147

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

251.3125

1147

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

200.140625

1147

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

280.8828125

1147

-

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AR Dabkuriya Km 0/000 to 2/000

176.4609375

1147

-

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AR koda kada Km 0/000 to 1/300

98.44

1147

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

84.38

1147

-

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Construction of Subgrade and Earthen Shoulders 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 MoRTH Specification Clause 305.3

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-

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Vero ka math to Siya Km 0/000 to 1/000

198.375

59

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

357.075

59

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

172.5

59

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

457.5

59

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

282.9

59

-

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AR Dabkuriya Km 0/000 to 2/000

381.225

59

-

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AR koda kada Km 0/000 to 1/300

248.4

59

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

231.15

59

-

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

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-

-

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Vero ka math to Siya Km 0/000 to 1/000

656.25

31

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

656.25

31

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

3281.25

31

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

1406.25

31

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

3093.75

31

-

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AR Dabkuriya Km 0/000 to 2/000

1687.5

31

-

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AR koda kada Km 0/000 to 1/300

656.25

31

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

562.5

31

-

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

3283.125

9

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

7531.875

9

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

8497.5

9

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

5407.5

9

-

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AR Dabkuriya Km 0/000 to 2/000

7145.625

9

-

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AR koda kada Km 0/000 to 1/300

4500

9

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

4125

9

-

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20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder 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 Viscosity 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 MoRTH Specification Clause 510.Case - II By Mechanical Means by Bitumen (VG-30)

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-

-

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Vero ka math to Siya Km 0/000 to 1/000

3283.125

135

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

7531.875

135

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

3862.5

135

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

8497.5

135

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

5407.5

135

-

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AR Dabkuriya Km 0/000 to 2/000

7145.625

135

-

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AR koda kada Km 0/000 to 1/300

4500

135

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

4125

135

-

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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 MoRTH Specification Clause 511(B)By Mechanical Means Case - II : Type B (ii) Bitumen (VG-30)

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-

-

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Vero ka math to Siya Km 0/000 to 1/000

3283.125

44

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

7531.875

44

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

3862.5

44

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

8497.5

44

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

5407.5

44

-

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AR Dabkuriya Km 0/000 to 2/000

7145.625

44

-

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AR koda kada Km 0/000 to 1/300

4500

44

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

4125

44

-

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Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)(iii)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. (B)Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

-

-

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

193.125

917

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

-

-

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

-

-

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

386.25

917

-

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AR Dabkuriya Km 0/000 to 2/000

579.375

917

-

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AR koda kada Km 0/000 to 1/300

400

917

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

375

917

-

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104P.C.C grade M 10 Nominal mix 1:3:6

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

-

-

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

18.75

3091

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

-

-

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

-

-

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

37.5

3091

-

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AR Dabkuriya Km 0/000 to 2/000

56.25

3091

-

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AR koda kada Km 0/000 to 1/300

37.5

3091

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

37.5

3091

-

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Kilo Metre Stone 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 MoRTH Specification Clause 801 (ii)Ordinary Kilometer Stone (Precast)

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

2

1738

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

3

1738

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

2

1738

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

3

1738

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

2

1738

-

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AR Dabkuriya Km 0/000 to 2/000

3

1738

-

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AR koda kada Km 0/000 to 1/300

3

1738

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

2

1738

-

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Kilo Metre Stone 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 MoRTH Specification Clause 801 (iii)200 m stone (precast)

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

4

407

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

8

407

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

4

407

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

8

407

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

6

407

-

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AR Dabkuriya Km 0/000 to 2/000

8

407

-

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AR koda kada Km 0/000 to 1/300

6

407

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

5

407

-

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Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 (i) 600 mm equilateral triangle

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

2

3412

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

9

3412

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

4

3412

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

4

3412

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

10

3412

-

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AR Dabkuriya Km 0/000 to 2/000

4

3412

-

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AR koda kada Km 0/000 to 1/300

7

3412

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

6

3412

-

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Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly 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 MoRTH Specification Clause 801,upto 0.9 sqm size board

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

0.54

11954

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

1.08

11954

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

1.08

11954

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

1.08

11954

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

1.08

11954

-

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AR Dabkuriya Km 0/000 to 2/000

1.08

11954

-

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AR koda kada Km 0/000 to 1/300

1.08

11954

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

1.08

11954

-

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Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

1

9069

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

1

9069

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

1

9069

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

1

9069

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

1

9069

-

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AR Dabkuriya Km 0/000 to 2/000

1

9069

-

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AR koda kada Km 0/000 to 1/300

1

9069

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

1

9069

-

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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

100

12

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

100

12

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

100

12

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

100

12

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

100

12

-

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AR Dabkuriya Km 0/000 to 2/000

100

12

-

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AR koda kada Km 0/000 to 1/300

100

12

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

100

12

-

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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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Vero ka math to Siya Km 0/000 to 1/000

45.85

500

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

395.85

500

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

205.85

500

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

205.85

500

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

285.85

500

-

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AR Dabkuriya Km 0/000 to 2/000

375.85

500

-

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AR koda kada Km 0/000 to 1/300

245.85

500

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

225.85

500

-

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Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for thework (including cost of bitumen)

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

13.875

200

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

27.75

200

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

27.75

200

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

27.75

200

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

27.75

200

-

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AR Dabkuriya Km 0/000 to 2/000

27.75

200

-

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AR koda kada Km 0/000 to 1/300

27.75

200

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

27.75

200

-

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104(III)P.C.C. grade M 20 (I)Nominal mix (1:2:4)

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

52

3515

-

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 2905(D)300 mm dia

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

-

-

-

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Kelwara Taladari-Gamadi- Hlai ki bhagal -Ramawato ki bhagal kanuja Km 3/200 to 5/200

15

736

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

7.5

736

-

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AR sishodiyon ka Guda Km 0/000 to 2/000

7.5

736

-

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AR kitawato ki Bhagal Km 0/000 to 1/500

15

736

-

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AR Dabkuriya Km 0/000 to 2/000

15

736

-

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AR koda kada Km 0/000 to 1/300

15

736

-

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AR Chaptelo ki bhagal Km 0/000 to 1/200

15

736

-

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Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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 water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

-

-

-

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Vero ka math to Siya Km 0/000 to 1/000

84.375

6000

-

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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

-

-

-

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AR ARET KI BHAGAL Km 0/000 to 1/000

3862.5

11

-



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