Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date30 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 4,46,79,097
Costs
EMD
₹ 8,93,582Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77572_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/04/02/02Tender 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
Bituminous work
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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.
28343.09
-
33.69
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.
28343.09
-
16.16
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
28343.09
-
232.73
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
28343.09
-
81.43
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)
5469.82
-
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. 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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(i) Citizen Informatory Board of PMGSY (As per SOR of 2015-16)
1
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36368
(ii) Title Informatory Board of PMGSY (As per SOR of 2015-16)
1
-
36368
(iii) Providing & fixing Logo of PMGSY (As per SOR of 2015-16)
1
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36368
(v) Logo Board at every 2 Km (As per SOR of 2015-16)
3
-
36368
Providing and fixing Maintenance Board : Providing and fixing of typical PMGSY Maintenance informatory sign board with logo as per MORD specifications and drawing. One Single MS Plates of 1.6mm thick
welded with MS angle iron frame of 25mm x 25mm x 5mm will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15
grade blocks of 600 mm x 600 mm x 750 mm, 750 mm below ground level. All M.S will be stove enamelled 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
1
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30840
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 (1) Centre Lines and Edge lines
2084
-
113
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
7.56
-
6113
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
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(i) 600mm Equilateral triangle Left turn on sharp curve
25
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3003
(ii) 600mm Equilateral triangle Right turn on sharp curve
25
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3003
(iii) 800mmx600 mm rectangilar (At Bridge point )
1
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3913
(iv) 800mmx600 mm rectangilar (At School )
4
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3913
(v) 600mm circular (Horn Blowing )
7
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3361
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
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-
-
(i) Ordinary Kilometre stone (Precast)
7
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2842
(ii) 200 m stone (Precast)
28
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799
Protection Work: Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
-
-
-
(i) Earthwork in excavation for structure
258.15
-
256
(ii) Stone masonry in cement mortar 1:5
337.65
-
6474.85
(iii) Dry Stone for CR masonry 1st sort
663.18
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5130
(iv) Plastering with cement (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
737.12
-
284.4
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
2046.1
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150
Construction of CC Line Drain M10 (1:3:6):
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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 50 m, dressing of side (c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth
795.6
-
256
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
198.9
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3535.1
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. PCC Grade M10 Nominal Mix (1: 3: 6)
291.72
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7930.68
Cement plaster 15 mm thick 1:4 on stone masonry
1591.2
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284.4
Hume Pipe Culvert (1000mm dia) = 6 Nos.
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
377.15
-
256
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
13.8
-
7930.68
Bedding for pipe
(ii) Type A(Concrete Cradle)
Laying concrete cradle bedding with M15 grade cement concrete as per Clause 1105(ii)
14.06
-
7610.17
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
151.01
-
6474.85
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
146.16
-
284.4
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000 mm dia
37.5
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8981.5
Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
Above NP3 Pipes for Cushioning
53.46
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2390.7
Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm.
32.4
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3497.1
Interceptor/Pucca Drain with RCC Slab Cover - 104.00 Rm.
-
-
-
Earth work in Excavation for structure as per drawing and technical specification clause 305.1 including setting out,…..with excavated suitable materials.
37.44
-
256
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
9.36
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2102
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. PCC Grade M10 Nominal Mix (1: 3: 6)
9.36
-
5956
Stone masonry in cement mortar in foundation as per drawing and technical specification clause… I. Coursed rubble masonry (1st Sort)
II. In 1:4 cement mortar
249.6
-
267
Supplying fitting and placing HYSD Bar reinforcement (Fe415) in superstructure complete- - - etc
1.86
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79954
Providing and laying RCC in superstructure as per drawing - - - - etc
1. RCC grade M20 (ii) 1:2:4 (hand mixed
31.2
-
6188
Loading and Unloading of lime aggregate, stone, boulder…
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-
-
(i) Loading for Stone, Aggregate, Bldg Stone, etc.
43.68
-
105
(ii) Unloading for Stone, Aggregate, Bldg Stone, etc.
43.68
-
53
(iii) Loading for Sand, Earth, etc.
24.44
-
53
(iv) Unloading for Sand, Earth, etc.
24.44
-
33
Haulage excluding loading and unloading
(i) Haulage for Stone, Aggregate, Bldg Stone, etc.
-
-
-
Case - I Surface Road
108.47
-
394.5
Case - II Unsurface Road
108.47
-
20
(ii) Haulage for Sand, Earth, etc.
-
-
-
Case - I Surface Road
44.93
-
298.5
Case - II Unsurface Road
44.93
-
20
Slab Drain - 1 (One) Nos.
-
-
-
Earth work in Excavation for structure as per drawing and technical specification clause 305.1 including setting out,…..with excavated suitable materials.
22.56
-
256
Filling in foundation trentch as per drawing…..
0.57
-
1332
Providing concrete for plain/reinforced concrete in open foundation…I. P.C.C Grade M10. (ii) Nominal mix 1:3:6 (hand mixing)
2.17
-
5956
Stone masonry in cement mortar in foundation as per drawing and technical specification clause… I. Coursed rubble masonry (1st Sort)
II. In 1:4 cement mortar
17.45
-
5142
Supplying fitting and placing HYSD Bar reinforcement (Fe415) in superstructure complete- - - etc
0.28
-
79954
Providing and laying RCC in superstructure as per drawing - - - - etc
1. RCC grade M20 (ii) 1:2:4 (hand mixed
1.51
-
8681
Back Filling behind abutment, wing wall….specification clause 1204.3.8
(I) Granular materials
9.72
-
1200
Plastering in cement mortar (1:3) 15 mm thick…
20.54
-
264
Loading and Unloading of lime aggregate, stone, boulder…
-
-
-
(i) Loading for Stone, Aggregate, Bldg Stone, etc.
22.65
-
105
(ii) Unloading for Stone, Aggregate, Bldg Stone, etc.
22.65
-
53
(iii) Loading for Sand, Earth, etc.
16.2
-
53
(iv) Unloading for Sand, Earth, etc.
16.2
-
33
Haulage excluding loading and unloading
-
-
-
(i) Haulage for Stone, Aggregate, Bldg Stone, etc.
56.61
-
183
(ii) Haulage for Sand, Earth, etc.
29.17
-
255
Routine Maintenance:
-
-
-
Maintenance in the 1st year
6.96
-
82862
Maintenance in the 2nd year
6.96
-
91148
Maintenance in the 3rd year
6.96
-
100263
Maintenance in the 4th year
6.96
-
110289
Maintenance in the 5th year
6.96
-
121318
Maintenance in the 6th year Renewal Plan
6.96
-
870689.66
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