Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Plastic and Rubber
Eprocure
Opening Date22 Jul 2022
Closing Date4 Aug 2022
Tender Amount₹ 1,16,14,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_79973_1Bid Award Id
ViewTender No
Road Online N.C.B. No-236Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Road-C
5832
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1.98
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Road-D
6141
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1.98
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Providing and laying granular sub-base with moorum and laying in layer not exceeding 100mm thick including watering and compacting with PRR including hire and running charges of PRR with cost of all materials, labour, T&P etc. complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
540
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707.36
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Road-B
509.93
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707.36
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Road-C
484.8
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707.36
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Road-D
204.2
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764.25
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Construction of Embankment and earthen shoulders with approved materials obtained from borrow pits with all leads and lifts transporting to site, spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
900
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129.03
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Road-B
797.58
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129.03
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Road-C
866.2
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129.03
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Road-D
423.74
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129.04
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Construction of embankment with approved materials depoisted at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 etc. complete as per specification and direction of the Engineer-in-charge.
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-
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Road-D
17.55
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70.67
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Cleaning the existing black topped surface with removal of foreigen materials with brooms or soft brushes and finaly dusting with old gunny bags / or compressed air to remove bituminous etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
7948.8
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3.56
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Road-B
9021.75
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3.56
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Road-C
7371
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3.56
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Road-D
5264
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3.56
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Scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge.
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-
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Road-D
76.1
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310.01
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Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with Manual brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-5889 sqm] etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
8740.5
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19.14
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Road-B
9874.5
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19.18
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Road-C
8209.5
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19.18
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Road-D
5381.75
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19.2
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Providing & laying surface dressing with 12kg penitration grade of bitumen and 0.15cum of 19mm size nominal chips per 10sqm and rolling with P.R.R including hire and runnuing charges of P.R.R with all cost,conveyance,royalty,taxes, labout, T&P and cess etc. complete as directed by the Engineer-in-charge
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-
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Road-A
691.2
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151.9
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Road-B
784.5
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150.31
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Road-C
729
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149.51
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Road-D
320.4
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134.75
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Earth work in excavation of foundation in all kinds of soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.(Ref:- A/R-06, average of item-1(a) & 2(a)) etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-D
29.25
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195.38
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Filling foundation and plinth with sand well watered and rammed including cost conveyance royalty of sand and labour etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-D
4.88
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518.5
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P.C.C. work in open foundation of M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete as per specification and direction of the Engineer-in-charge.
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-
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a) Foundation
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-
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Road-D
4.88
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4448.52
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b) Substructure
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-
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Road-D
30.38
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6767.68
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Construction of Un-reinforced, dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cemnt @ 350 Kg / cum coarse and fince aggregate confirming to
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-
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Road-A
53.2
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5451.77
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Providing and laying Semi Dense Bituminous Concrete with 100 - 120 TPH batch type HMP producing an average out put of 75 Ton per hour using crushed aggregates of specified grading ,premixed with bituminous binder @ 4.50 to 5.00 percent of mix and filter ,transporting the hot mix to work site ,laying with hydraulic paver finisher , with sensor control to the required grade and alignment , Rolling with smooth wheel ,vibratory and tandom rollers to achieve the desired compaction as per the MOrth Specification and direction of Engineer-in-charge.
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-
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Road-A
218.51
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10061.09
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Road-B
246.86
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10055.39
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Road-C
204.83
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10055.39
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Road-D
135.41
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10057.02
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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing force, complet as per drawing and Technical Specification and as per direction of the Engineer-in-charge.
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-
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Road-D
17.5
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104.75
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Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
30
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576.07
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Road-B
29
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548.18
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Road-C
31
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535.92
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Maintenance of Hume pipe culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD. etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
2
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1329.92
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Road-D
8
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1329.92
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Painting two coats after filling the surface with synthetic enamel paint over one coat of priver in all shades on new plastered concrete surface, etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
14.82
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140.3
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Road-B
14.82
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140.3
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Road-C
12.56
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140.3
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Road-D
8.23
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140.3
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1915 etc complete as per specification and direction of the Engineer-in-charge.
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-
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Road-A
80.57
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28.17
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Road-B
107.42
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28.17
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Road-C
80.57
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28.17
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Road-D
105.9
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28.17
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Providing and fixing informatory sign board with Logo as per MORD specification and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embedded in cement concrete M--15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint 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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Road-A
1
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9359.15
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Road-B
1
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9340.81
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Road-C
1
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9328.72
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Road-D
1
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6629.38
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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 claouse 1701.3.9 of MORD eor rurals road of required shade and colour supported and welded on 47 mm X47 mmX12 SWG sheet tube firmly fixed to the ground by mean of proporly designed foundation with M-15 Grade cement concrete 450X450 X600 mm,600 mm below ground level as per approved drawing clause 1701.2.2 etc complete as per specification and direction of the Engineer-in-charge.
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900MM EQUILATERAL & TRIANGLE
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Road-A
6
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2023.27
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Road-B
8
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2010.38
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Road-C
8
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2004.34
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Road-D
6
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1470.21
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Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete as per specification and direction of the Engineer-in-charge.
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(b) 200 Mtr stones
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-
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Road-A
4
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551.31
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Road-B
4
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516.3
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Road-C
5
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542.78
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Road-D
9
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592.79
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