Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Agriculture or Forestry Works
Eprocure
Opening Date25 Oct 2024
Closing Soon25 Nov 2024
Tender Amount₹ 6,44,75,000 
Notes
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Costs

Summary

Renewal Coat Macadamization On Road Kohag To Bhatodi Package No Jk07-75 Phase-ix Block Duggain, District Kathua (length 20.00 Kms) Under Incentive Funding 2024-25

Description

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BOQ Items

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Providing and laying PCC grade M-15 in plain / reinforced cement concrete in sub structure complete as per drawing and technical specification clause 802,804,805,807,1202 and 1204 (For Height upto 5 Mtr.)including all leads and lifts complete.

341.6

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Providing & laying plain cement concrete M-20 in super structure as per drawings and technical specifications clause 800, 1205.4 & 1205.5 including all leads and lifts complete.

7.86

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STONE MASONRY IN CM :Polygonal/ Random Rubble masonary, uncoursed/ brought in course in 1:6 CM (1 cement: 6 fine sand mortar), with nallha stone in foundation and plinth including levelling up at specified levels with M-5 nominal mix (mix Size of stone agg. 20mm nominal) concrete including cost of through/ bond stones of M-15 size (450mm x 150mmx150mm) @ 7 Nos/Cum of stone masonry or 2.0Nos./Sqm of stone masonry.

70.83

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DRY STONE MASONRY: Polygonal/ Random Rubble masonary, nallah stone, laid dry in foundation and plinth including cost of Bond stones of M-15 size (450mm x 150mm x 150mm) @ 7Nos/Cum OR 2.0Nos./Sqm of stone masonry.

43.57

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HUME PIPE: Providing & laying reinforced cement concrete pipe NP3, 1000mm dia 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, back filling, concrete and masonry works in head walls & parapets clause 1106(1000mm dia)

7.5

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Providing and laying of Gabion laid in wire crates conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh ( woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing & technical specifications, Clause 1301 including carriage of material. in all leads and lifts complete.

356.4

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Back filling with stone behind abutment / wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 including all leads , lifts and carriages complete.

48.48

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Total Part-I

1

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PART-II ROUTINE MAINTENANCE PRE/POST RENEWAL COAT FOR 05 YEARS)

1

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1st year 10 % of Maintenance Cost

1

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2nd Year 15 % of Maintenance Cost

1

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2nd Year 20 % of Maintenance Cost

1

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2nd Year 25 % of Maintenance Cost

1

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2nd Year 30 % of Maintenance Cost

1

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Total Part-II =

1

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PART-III RENEWAL OF BITUMENOUS SURFACE

1

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Construction of Granular Sub Base by providing well graded material spreading in uniform layers with moter grader on prepared surface by mix in place method with rotavator at OMC and compacting with smooth wheel ruler to achieve desired density complete as per technical specification Clause 401. For grading 1st material. including all leads and lifts complete.

5839

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WBM Grade-III Providing and laying, spreading compacting stone aggregates of specified size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber applying and brooming stone screening binding material to fill up the interstices of course aggregates watering and compacting to required density grading II as per technical specification clause 405.(75 mm Thickness) including carriage of material by MT including in all leads and lifts complete.

1721.25

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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 – 1.0kg/sqm. Using mechanical means as per technical specifications clause 502 (low porosity) in all leads and lifts complete.

22950

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Providing and laying 50 mm thick bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. in all leads and lifts complete.

1135.58

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributed at the rate of 0.20-0.30 Kg/sqm on the prepared/primer coat as per technical specification clause 503. in all leads and lifts complete.

60054.15

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20mm thick open graded premix carpet using bituminous (penetration grade/ modified bitumen) binder and rolling with smooth wheel 80-100 KN static roller capacity, finished to required level and grade to be followed by seal coat of Type B as per Technical Specification Clause 508 by mechanical means (Bitumen S-90) in all leads and lifts complete.

60054.15

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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and Cress fall type b as per technical specification clause 510 . in all leads and lifts complete.

60054.15

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Construction of Sub grade 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 1000m as per Technical Specification Clause 303.1

8900

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Kilometre 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 Technical Specification Clause 1703 5th Kilometre Stone (Precast)

4

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Ordinary Kilometre Stone(Precast)

20

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200m Stone (Precast)

80

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulate lense type reflective sheeting vide clauses 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angel iron post 75mm 75mm 6mm firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450mm 600mm, 600mm below ground level as per drawings and technical specification clause 801.

40

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Providing and Laying PMGSY Logo Board -A Complete Job.

1

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Providing and Laying Maintenance Informatory Board . (Complete Job)

1

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Total Part-III =

1

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