Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Soon3 Dec 2024
Tender Amount₹ 1,26,04,600 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Ropan to Akhepura Road

1.25

14426

18032.5

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Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per MoRD Specification Clause 302.3.11

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-

-

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Nimbahera Kalan to Nimbahera Khurd Road

240

35

8400

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Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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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Nimbahera Kalan to Nimbahera Khurd Road

555

534

296370

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Sameliya to Deori Road

930

534

496620

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Ropan to Akhepura Road

750

534

400500

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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 1 km lead Extra rate for carriage of mixed material additional lead from in item 4.9 (ii) 11th Km. to 20th Km under CC

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-

-

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Nimbahera Kalan to Nimbahera Khurd Road

75

1255

94125

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Sameliya to Deori Road

265

1255

332575

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Ropan to Akhepura Road

421.87

1255

529446.85

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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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Nimbahera Kalan to Nimbahera Khurd Road

6000

14

86400

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Sameliya to Deori Road

10500

14

151200

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Ropan to Akhepura Road

9375

14

135000

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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 Viscosity 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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-

-

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Nimbahera Kalan to Nimbahera Khurd Road

6000

134

804000

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Sameliya to Deori Road

11025

134

1477350

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Ropan to Akhepura Road

9375

134

1256250

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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 (B) By Mechanical Means Case - II : Type B (ii) Bitumen (VG-30)

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-

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Nimbahera Kalan to Nimbahera Khurd Road

6000

47

282000

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Sameliya to Deori Road

10500

47

493500

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Ropan to Akhepura Road

9375

47

440625

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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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Nimbahera Kalan to Nimbahera Khurd Road

182.81

5083

929223.23

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Sameliya to Deori Road

165

5083

838695

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Ropan to Akhepura Road

157.5

5083

800572.5

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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 Ordinary Kilometer Stone (Precast)

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-

-

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Nimbahera Kalan to Nimbahera Khurd Road

3

1550

4650

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Sameliya to Deori Road

3

1550

4650

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Ropan to Akhepura Road

3

1550

4650

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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 200 m stone (precast)

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-

-

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Sameliya to Deori Road

12

353

4236

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Ropan to Akhepura Road

13

353

4589

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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. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, 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. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700

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-

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Nimbahera Kalan to Nimbahera Khurd Road

1

13610

13610

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Sameliya to Deori Road

1

13610

13610

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Ropan to Akhepura Road

1

13610

13610

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Providing and fixing of retro-reflectorised Definition Plate made of Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable background with epoxy paint 1.5 mm thick with 25mm x5mm flat firmy fixed to angle of board by nuts &bolt etc.Of size 450x600mm

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-

-

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Nimbahera Kalan to Nimbahera Khurd Road

3

2425

7275

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Sameliya to Deori Road

2

2425

4850

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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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Nimbahera Kalan to Nimbahera Khurd Road

70

551

38570

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Sameliya to Deori Road

95

551

52345

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Ropan to Akhepura Road

75

551

41325

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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 Clause1700

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-

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Sameliya to Deori Road

1

4091

4091

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Ropan to Akhepura Road

1

4091

4091

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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. 300mm dia.

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-

-

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Ropan to Akhepura Road

15

819

12285

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TOTAL Construction Work

1

1

10124711.84

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GST Shall be paid Separettly as per Actual Calculation

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-

-

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Annual Maintenance charges for fixed amount

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-

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For Ist Year

8.85

7096

62799.6

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For II nd Year

8.85

9842

87101.7

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For IIIrd Year

8.85

12701

112403.85

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For Ivth year

8.85

15559

137697.15

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For Vth Year

8.85

17729

156901.65

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TOTAL Maintenance

1

1

556903.95



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