Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date23 Apr 2019
Closing Date23 May 2019
Tender Amount₹ 3,46,22,608
Costs
EMD
₹ 6,92,452Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77662_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/04/03/03Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
(iii)Trimming of grass and weeds from the shoulders/berms
20000
-
2
Dismantling of Flexible Pavements : Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (I)By Manual Mean (A) Bituminous Courses
450.45
-
504
Dismantling of Granular materials : Dismantling of granular course and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (I)By Manual Mean
866.25
-
641
Compacting original ground supporting subgrade : Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet required of tables 300.1 & 300.2 for subgrade construction as per technical specification clause 303.5.2
206.25
-
73
Granular Sub-Base: Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (ii) For Grading II Material (GSB)
752.81
-
752.81
Water Bound Macadam Sub-base/Base: WBM Grading 2 Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller 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
-
-
-
(2) Grading - 2 (A) By manual means
1525.31
-
3911.18
(3) Grading - 3 (A) By manual Means
1525.31
-
4091.9
Bituminous Work
-
-
-
Prime Coat: (i) Low porosity: 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.
29457.5
-
33.79
Tack Coat: (III) 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.
28770
-
16.18
20mm thick Open-Graded Premixed Carpet using Bituminous Emulsion as per Technical Specification clause 508.2: 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. Case - I By Manual Means
28770
-
225.75
Seal Coat: Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, using cold emulsion grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. A. By Manual Means Case - I : Type C
28770
-
89.31
Construction of sub-grade and earthen shoulder: 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 shoulder)
3000
-
320
Construction of Unlined surface drain: Construction of unlined surface drain of average cross-sectional area 0.40 sqm in soil to the specified lines,grade ,level and dimensions.Excavated materials to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m)as per Technical Specification Clause 307. (A) Manual means
7200
-
60
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. 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
-
-
-
(i) Citizen Informatory Board of PMGSY (As per SOR of 2015-16)
1
-
36368
(ii) Title Informatory Board of PMGSY (As per SOR of 2015-16)
1
-
36368
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, 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, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1524
-
141
Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on GI pipe 50 mm dia. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
6.48
-
4580
Providing and erecting 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, 1.5 mm thick supported on mild steel angle 75mm x 75mm x 6 mm dia. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 801
-
-
-
(i) 600mm Equilateral triangle
8
-
3003
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 1730
-
-
-
(i) Ordinary Kilometre stone (Precast)
6
-
2842
(ii) 200 m stone (Precast)
20
-
799
PROTECTION WORKS
(a) Maintenance of steel and RCC Railing
-
-
-
(i) Repair of steel railing to bring it to original shape
36
-
358
(ii) Repair of RCC railing to bring it to the original shape
24
-
2023
(iii) Painting on Concrete/Steel Surfaces with Epoxy. Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces
702
-
141
(b) Construction of Line Drain M10 (1:3:6): (V- shape)
-
-
-
(i)Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1
30
-
256
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
15
-
2753.6
Providing and Laying Plain/reinforced concrete in open foundation complete PCC Grade M10 Nominal Mix (1: 3: 6)
25
-
7442.58
Cement plaster 15 mm thick 1:4
240
-
276.94
CROSS DRAINAGE WORKS
(A) Construction of catch pit and Apron
-
-
-
(i) Earthwork in excavation for foundation of structures
107.56
-
256
(ii)Providing and laying of dry rubble flooring complete
19.44
-
2753.6
(iii) Providing and Laying Plain M10 ( 1:3:6 Nominal size ) in levelling course below Open foundation of Head Walls
6.91
-
7442.58
(iv)Retaining Walls / Breast Walls Side Wall of Catch Pit and Guide Wall in Appron (D/S)
57.02
-
5518.23
(v)Cement Plaster 12 mm thick in cement mortar 1:3
248.4
-
276.94
(B) Maintenance of Hume Pipe culverts
-
-
-
(i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work
24
-
1336
(ii)Painting on Concrete/Steel Surfaces with Epoxy. Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces
535.5
-
141
(C)Maintenance of culverts
-
-
-
Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908
4
-
2523
Routine Maintenance:
-
-
-
Maintenance in the 1st year
5
-
95309.2
Maintenance in the 2nd year
5
-
98055.6
Maintenance in the 3rd year
5
-
107861.2
Maintenance in the 4th year
5
-
118647.4
Maintenance in the 5th year
5
-
130512.2
Maintenance in the 6th year Renewal Plan
5
-
947600
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