Pradhan Mantri Gram Sadak Yojana Tender

View complete overview of Meghalaya PMGSY Tender

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date1 Apr 2019
Closing Date30 Apr 2019
Tender Amount₹ 2,27,60,069 
Notes
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Costs

Description

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Documents
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BOQ Items

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DO_NOT_SHOW

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Construction of subgrade with approved materia obtained from borrow pits with lifts and leads , transporting to site etc..

4117.42

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320

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Scrarifying the existing bituminous surface to a depth of 150m and disposal of scarified materials with a lift upto 3.00 m and lead upto 1000 m as per technical Specification Clause 301.4

3320.44

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28

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SUB-BASE & BASE COURSE ( NON-BITUMINOUS)

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Granular Sub-base with Well Graded Material (Table 400.1) (A).By Mix in Place Method (ii).For Grading II Material 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 401.

410.31

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2034.03

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Water Bound Macadam Sub-base/base 2).WBM Grading 2 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 broomingetc. (A).By Manual Means

241.86

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3737.46

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Water Bound Macadam Sub-base/base 3).WBM Grading 3 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A).By Manual Means

1898.7

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3865.11

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BITUMINOUS SURFACE COURSE

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Prime Coat (ii) Medium porosity Providing and applying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface etc.

20402.85

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73.85

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Tack Coat (ii).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 Technical Specification Clause 503.

25315.25

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16.51

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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Cold Mix)

25316.06

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225.79

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Seal Coat (II) Providing and laying seal coat using Bitumen Emulsion (COLD MIX) Type C

25316.06

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76.42

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Traffic sign B. Semi Reflective Traffic Signs 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

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Providing and fixing of retro-reflectorised informatory sign on aluminium plate etc..

4

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3719.11

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I) 600 x 600 mm equilateral triangle

16

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3145.11

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III)600 x 600 mm circular

16

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3503.11

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Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local specification Clause 1703

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ii) Ondinary kilometer stone ( Precast)

7

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3128.22

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iii) 200 mile stone ( precast )

26

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849.83

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Providing and Fixing 'Logo' of PMGSY Project - Logo Board

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Providing and fixing of typical Citizens Information board with Logo as per MORD specification and drawing etc…

2

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36702.41

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Surface Drain in soil

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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

5749

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60

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Maintenance for 5 yr

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Maintenance for 1st yr

6.34

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45694.01

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Maintenance for 2ndyr

6.34

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55473.19

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Maintenance for 3rd yr

6.34

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65268.14

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Maintenance for 4th yr

6.34

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75063.09

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Maintenance for 5th yr

6.34

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84858.04



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