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 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 1,36,92,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying of RCC of Grade M-20 in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing, form work , all leads, lifts and carriages of materials by MT complete. For height upto 5.00 mtr

8.7

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Back filling behind abutment , wing wall and return wall as per drawings and technical specifications clause 1204.3.8 including all leads, lifts, carriages of materials by MT handling and re-handling complete. (With available stones)

105

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Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (1 cement :6 fine sand) in sub- structure including leveling up as specified level with M-6 including cost of through/bond stones , all leads, lifts, carriages of materials by MT handling, and re-handling complete.

533.94

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Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, all leads, lifts, carriages,of materials by MT handling and re-handling complete.

624.81

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Preration of Sub-grade by way of Compacting Origional ground, supporting sub-grade, loosening of the ground upto a level of 300 mm below the sub grade level watered , graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical specification Clause 303.5.2 including Clearance of longtitudinal Drain , Surface corrections by way of filing of ruts , clearance of lanslides wherever exists removal of vegetation of all sorts including all leads and lifts and safe disposal of the same without damaging Public / Private properties ( Complete Job ). Note:- The bidder will quote rate for each Kilometer and part therof separately .

0.25

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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 Ist material.

435.6

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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.

105.6

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Providing and laying 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.

76.72

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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 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including all leads, lifts, carriages of materials by MT , loading and unloading complete. (Low Porosity)

1534.5

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Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including all leads, lifts, carriages of materials by MT, loading and unloading complete.

1534.5

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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 80-100KN 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 technical specification clause 508 including all lead, lifts, carriages of materials loading and unloading complete. By Mechanical Means : Bitumen (S-90)

1534.5

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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 B as per technical specification clause 510 including all leads, lifts, carriages of materials by MT, loading and unloading complete. By Mechanical Means : Bitumen (S-90)

1534.5

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Berm Filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site, spreading grading to required slope and compacting within a lead of 1000m as per technical specification 301.5

150

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly to the ground by means of property designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and Technical specification clause 801. Speed Limit Right/Left hand Curve School Men at work Falling Rocks

2

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Reinforcement cement concrete M-15 grade Kilometer 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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Ordinary Kilometer Stone (Pre-cast)

1

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200m Stone (pre-cast)

2

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