Pradhan Mantri Gram Sadak Yojana Tender
Take tender evaluation notes for Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
27 Mar 2019Closing Date
29 Apr 2019Tender Amount
₹ 2,86,21,863Costs
EMD
₹ 5,72,437Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_76875_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/02/04/03Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000m…. (For earthen shoulders)
2126.25
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320
BASE AND SUB-BASE
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GSB - Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. For Grading II Material (GSB)
84.38
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2069.77
WBM Grade 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 3 as per Technical Specification Clause 405.
2742.19
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3596.19
BITUMINOUS WORK
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Prime Coat - Providing and applying primer coat with bitumen emultion (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 Clause 502.
18281.25
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33.88
Tack Coat - Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503.
18281.25
-
16.29
OGPC - 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.
18281.25
-
201.53
Seal Coat - Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
18281.25
-
87.98
DRAINAGE WORKS : LINED DRAIN
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i). Ordinary soil
930.83
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256
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
206.85
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2751.2
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
1. PCC grade M10 (ii) Nominal mix 1:3.6 (Hand mixing)
369.38
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6883.33
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar
32.4
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4765.73
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
1935
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284.2
DRAINAGE WORKS : UNLINED DRAIN
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Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
956.46
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150
Traffic Signs
1. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm belowg round level as per drawings and Technical Specification Clause 801
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(ii)600 mm equilateral triangle
66
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3003
iii)600 mm circular
17
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3361
ROAD FURNITURE WORKS
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 x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm 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, border 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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Citizen Informatory Board of PMGSY
1
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36368
Providing & fixing Logo of PMGSY
2
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36368
Maintenance board of PMGSY
1
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30840
Fixing Logo of PMGSY
2
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12000
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
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5th Kilometre Stone
1
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4871
Ordinary Kilometre Stone
7
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2842
200 Metre Stone
22
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799
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after thorough cleaning of surface to give an even shade as per drawing and Technical specification Clause 1701.
390
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141
Type - A, "W" : Metal Beam Crash
Barrier:
Providing and erecting a "W" metal beam
crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC
series channel vertical post, 150 x 75 x 5
mm spaced 2 m centre to centre, 1.8 m
high, 1.1 m below ground/road level, all
steel parts and fitments to be galvanised
by hot dip process, all fittings to conform
to IS:1367 and IS:1364, metal beam rail to
be fixed on the vertical post with a spacer
of channel section 150 x 75 x 5 mm, 330
mm long complete as per Clause 810
60
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4850
Painting lines, dashes,arrow etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter..etce etc
1050
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113
Maintenance
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Ist Year
4.5
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81587.11
IInd Year
4.5
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89745.78
IIIrd Year
4.5
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98720.44
IVth Year
4.5
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108592.44
Vth Year
4.5
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119451.78
VI th Year Renewal Plan
4.5
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897333.33
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