Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Road Construction
Eprocure
Opening Date11 Oct 2024
Closing Date31 Oct 2024
Tender Amount₹ 15,68,82,000
Costs
EMD
₹ 31,37,640Document Cost
₹ 11,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Road From L027-kanthan To Sawalakote Part-ii, Package
Description
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Contact
Tender Id
2024_JKRRD_136658_3Bid Award Id
ViewTender No
e-NIT No CEJ/PMGSY/782 OF 2024-25 DTD 10-10-2024Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Providing/Laying Plain/Reinforced cement concrete in substructure as per drawing and technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 in P.C.C. grade M-20 (1:2:4) nominal mix.
45
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Providing and laying Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification clause 802,804,805, 806, 807 and 1202 (PCC grade M-20 nominal mix 1:2:4) crushed aggregate 40 mm to 10 mm size including all leads, lifts and carriages of materials by MT Complete.
47.6
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Polygonal / Random Rubble masonry ,nallah stone, laid dry in foundation and plinth including cost of bond stones of M-15 size (450mm x 150mm x 150mm ) @ 7 Nos/Cum including all leads, lifts and carriages of materials by MT Complete.
650
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Polygonal / Random Rubble masonry ,uncoursed / brought to course in 1 cement ;6 fine sand mortar , with nallah stone in foundation and plinth including leveling 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 150mm x 150mm) @7Nos / Cum including all leads, lifts and carriages of materials by MT Complete.
1100
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Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 including all leads, lifts, carriages of materials by MT handling and re-handling complete.
200
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Providing/Laying Plain/Reinforced cement concrete in superstructure as per drawing and technical specification clauses 800, 1205.4 and 1205 RCC M-25 Grade including all leads, lifts and carriages of materials by MT Complete.
112.35
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Supplying fitting HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010 and 1202 including all leads, lifts and carriages of materials by MT Complete.
12.36
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Prepration of Sub-grade by way of Compacting Original 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 spcification Clause 303.5.2 including clearance of longitudinal drain,surface corrections by way of filling of ruts, clearance of landslides where-ever exists, removal of vegetation of all sorts including all leads & lifts, disposal of the surplus material without damaging public property/ private properties ( Complete Job).
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1st Km
1
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2nd Km
1
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3rd Km
1
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4th Km
1
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5th Km
1
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6th Km
1
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7th Km
1
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8th Km
1
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9th Km
1
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10th Km
1
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11th Km
1
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12th Km
1
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13th Km
1
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14th Km
1
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15th Km
1
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16th Km
1
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17th Km
1
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18th Km
1
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19th Km
1
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20th Km
1
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21st Km
1
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22nd Km
1
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23rd Km
1
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24th Km
1
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25th Km
1
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26th Km
1
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27th Km
0.76
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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. (ii) For Grading II Material
24000
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Providing, laying, spreading and compacting graded stone aggregate Wet Mix macadam including premixing the material at OMC in mecanical mixer (pug mill), carriage of mix 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 80-100 KN wt. to achieve the desires density including lighting, barricading and maintainance of diversion, etc as per table 400.11 and 400.12 and technical Specifications clause 406
5900
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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(Low Porosity)
87542
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Providing and laying bituminous macadam with hot mix plan using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m 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. By machanical means. (Tyape Bitumen S-90).
4377
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Providing and applying Tack Coat Bitumen emulsion (Rs-I) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the prepared Bituminous Surface cleaned with Hydraulic broom as per Technical Specifications clause 503 .
87542
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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 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 Technical Specification Clause 508. by mechanical means using Bitumen S-90.
87542
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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 Bitumen S-90. By Mechanical Means.
87542
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Construction of Sub Grade and earthen shoulders/Berm filling with approved material obtained from borrow pits with a lifts and leas, 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
23000
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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*5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm*25mm*5mm. The angle iron frame of the lower most plate and flat iron frame of midle plate will be welded to 2 nos. 75mm*75mm fo 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm*450mm*600mm, 600mm below ground levlel. The top most diamond plate will be welded to middle plate by 47mm*47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc. Will be painted with ready mixed aynthetic enamel paintof supirior quality in required shade and colour. All sections of framed posts and steel tubes will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.
5
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Providing and fixing of typical PMGSY logo Board as per MORD specifications and drawing.
12
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Providing and fixing of retro-reflectorised cautionery,mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium sheeting 1.5 mm thick supported on mild steel angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x450mm x600mm,600mm below ground level as per drawing and Technical specification clause 801.
133
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Reinforced 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 (Precast)
21
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5th Kilometer Stone
6
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200 m Stone(Precast)
107
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