Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Nov 2018
Closing Date11 Dec 2018
Tender Amount₹ 4,08,16,196
Costs
EMD
₹ 8,16,324Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction I/c Mbt Of A Road .
Description
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Contact
Tender Id
2018_CEMEG_69502_3Bid Award Id
ViewTender No
2018-19(II)-MG07/04/48Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
THIS RE-BID NOTICE SHALL REPLACE THE INVITATION FOR BID NOTICE APPEARING IN THE PMGSY TENDERS WEBSITE. THE REPLACED NOTICE IS TO BE TREATED AS CANCELLED.
BOQ Items
Water Bound Macadam Sub-base/Base:
WBM 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 2 as per Technical Specification Clause 405.
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(2) Grading-2 (A) By manual means
1906.68
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4594.9
(3) Grading-3 (A) By manual Means
1906.68
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4800.9
Prime Coat:
Providing and applying primer coat with cold bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying prmer at the rate of 0.6-0.9kg/sqm using mechanical means as per Technical Specification.
25422.45
-
34.6
Tack Coat:
Providing and applying tack coat with cold Bitumen emulsion using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminou surface cleaned with Hydraulic broom as per Technical Specification.
25422.45
-
12.36
20mm thick Open-Graded Premix Carpet
Rate analysis of 20mmthick Open Graded Premix Carpet using Cold Mix Binder. Providing, laying and rolling open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using Cold Mix Binder to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, fininshed to required level and grades to be followed by seal coat as per Technical Specification clause 508.2
Case - I By Manual Means
25422.45
-
208.65
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.
A. By Manual Means
25422.45
-
82.65
Construction of Earthen shoulders 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)
1023.27
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320
Providing and fixing 'Logo' of PMGSY: 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 etc complete as directed.
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ii) 600 mm equilateral triangle
6
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2880
iii)600 mm circular
6
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3226
iv)800 mm x 600 mm rectangular
6
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3764
v)600 mm x 450 mm rectangular
4
-
3191
Traffic Signs
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 aluminium sheeting,1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete etc complete as directed.
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ii) 600 mm equilateral triangle
6
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2880
iii)600 mm circular
6
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3226
iv)800 mm x 600 mm rectangular
6
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3764
v)600 mm x 450 mm rectangular
4
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3191
Providing 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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ii).Ordinary Kilometre Stone
8
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2842
iii) .200 Metre Stone (Hectometre Stones)
32
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799
NATURE OF WORK: CONSTRUCTION OF UNLINED SURFACE DRAIN
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(i) Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
1430.35
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150
(ii) Surface Drains in Ordinary Rock Construction of unlined surface drains of average cross-sectional area 0.40 sqm in oridnary rock to specified lines, grades, levels and dimensions as per Technical Specification Clause 307. Excavated material to be used in embankment at site
953.57
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225
Maintenance for Five Years
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1st Year
7.86
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50012.72
2nd Year
7.86
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75019.07
3rd Year
7.86
-
100025.43
4th Year
7.86
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125031.79
5th Year
7.86
-
150038.15
Evaluation Notes How It Works ?
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