Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Eprocure
Opening Date20 Jun 2019
Closing Date10 Jul 2019
Tender Amount₹ 94,83,000 
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 Bari

0.96

11893

12389

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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 as per MoRTH Specification Clause 305.3

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-

-

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SH -37 Km 34 to Dulchas

790

100330

127

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

1450

184150

127

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A/R to Bari

1110

140970

127

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Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 303.1 For Grading I Material

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-

-

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SH -37 Km 34 to Dulchas

320

162880

509

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

500

254500

509

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A/R to Bari

480

244320

509

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Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared on bituminious surfaces cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

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-

-

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SH -37 Km 34 to Dulchas

6120

79560

13

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

9563

124319

13

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A/R to Bari

9180

119340

13

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20mm thick Open-Graded Premix Carpet using Bituminous (penetration 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 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 MoRTH Specification Clause 510. Case - II By Mechanical Means (I) Bitumen (VG-10)

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-

-

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SH -37 Km 34 to Dulchas

6120

771120

126

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

9563

1204938

126

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A/R to Bari

9180

1156680

126

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Seal Coat 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 (I) Bitumen (VG-10)

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-

-

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SH -37 Km 34 to Dulchas

6120

287640

47

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

9563

449461

47

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A/R to Bari

9180

431460

47

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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 I.P.C.C grade M 10 (Banas/Bikaner quarry sand permitted only) (i)Nominal mix 1:3:6

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-

-

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SH -37 Km 34 to Dulchas

20

70580

3529

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

87

307023

3529

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A/R to Bari

97

342313

3529

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providing and laying of Interlocking Concrete Block Pavement with M-30 grade having thickness 80 mm as per drawings and MoRD specification clause 1504 with M-30 Grade 0.30 mtrx0.30 mtrx0.15 mtr edge blocks ( measurement shall be made inner to inner side of edge block )(Banas/Bikaner quarry sand permitted only) Category 'A' : dentated units to key in each other on all four faces zigzag shape as per IRC:SP:63-2004

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-

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SH -37 Km 34 to Dulchas

188

177472

944

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

806

760864

944

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A/R to Bari

900

849600

944

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Kilometre Stone

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-

-

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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 Technical Specification Clause 1703

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-

-

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(b) Ordinary Kilometer Stone (Precast)

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-

-

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SH -37 Km 34 to Dulchas

3

4767

1589

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

3

4767

1589

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A/R to Bari

3

4767

1589

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Direction and Place Identification signs with size more than 0.9 sqm size board

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-

-

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Retro-reflectorised Traffic Signs

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-

-

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Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 approved drawing and Technical Specification Clause 1701

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-

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SH -37 Km 34 to Dulchas

2

20152

10076

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

2

20152

10076

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A/R to Bari

2

20152

10076

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Providing and Fixing 'logo' off PMGSY Project

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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 5mm size on back on edges. The lower plate will be welded with MS 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 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate

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tube. all M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be printed with ready mixed synthetic enamel print 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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-

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SH -37 Km 34 to Dulchas

1

10822

10822

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

1

10822

10822

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A/R to Bari

1

10822

10822

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Supply and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40 x 40 x 6 mm on MS post of angle Iron of size 65x65x6mm, 3 m long stone enameled paint with hold fast including orange luminous colour paint on logo, size of diamond plate 600 x 600 mm definition plate 900 x 250 mm Embedding the post by c.c. 1:1.5:3, 300x30x300mm.

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-

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SH -37 Km 34 to Dulchas

1

2911

2911

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

1

2911

2911

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A/R to Bari

1

2911

2911

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Providing and Erecting typical Citizen's information Board as per approved drawing & specification 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 Specification.

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-

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SH -37 Km 34 to Dulchas

1

8712

8712

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

1

8712

8712

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A/R to Bari

1

8712

8712

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Construction of Foundation/Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m 0.60m with engraving letters and figures, cement plaster, white washing etc. complete as per direction engineer in-charge.

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-

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SH -37 Km 34 to Dulchas

1

12498

12498

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Seegda (PHQ) to Bharu (PHQ) via Bas Motsara

1

12498

12498

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A/R to Bari

1

12498

12498

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Total Estimated cost for Construction work

1

8425122

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Routine Mainteenance work After Completion of works for Five Year Fixed Amount

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-

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For Ist Year (1.12% of Total Construction Cost)

1

94361

94361.38

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For II nd Year (1.43% of Total Construction Cost)

1

120479

120479.26

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For IIIrd Year (1.83% of Total Construction Cost)

1

154179

154179.75

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For Ivth year (2.15% of Total Construction Cost)

1

181140

181140.14

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For Vth Year (2.47% of Total Construction Cost)

1

208100

208100.54

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Total Estimated cost for Maianteenance work

1

758261

758261.06



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