Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Apr 2019
Closing Date3 May 2019
Tender Amount₹ 2,10,40,215
Costs
EMD
₹ 4,20,804Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEMEG_77613_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/06/06/21Tender 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
... More
Restoration of Rain Cuts
Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902
A) Manual Means
1085.27
-
975
... More
Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
a) Subgrade in CC & Flexible pavement
b) Earthen Shoulder in Flexible pavement
2052
-
134
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
2643
-
100
... More
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.
A) Manual Means
1071
-
24
... More
SUB-BASE & BASE COURSE ( NON-BITUMINOUS)
-
-
-
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Granular Sub-base with Well Graded Material (Table 400.1)
(A).By Mix in Place Method
(ii).For Grading II Material
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
851.44
-
1910
... More
Water Bound Macadam Sub-base/base
2).WBM Grading 2
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 broomingetc.
(A).By Manual Means
430.53
-
3219.87
... More
Water Bound Macadam Sub-base/base
3).WBM Grading 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 2 as per Technical Specification Clause 405.
(A).By Manual Means
430.53
-
3241
... More
BITUMINOUS SURFACE COURSE
-
-
-
... More
Prime Coat
(ii) Medium porosity
Providing and applying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface etc.
5170.5
-
51.71
... More
Tack Coat
(ii).Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5170.5
-
16.46
... More
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Cold Mix)
5170.5
-
216.17
... More
Seal Coat
(II) Providing and laying seal coat using Bitumen Emulsion (COLD MIX)
Type C
5170.5
-
72.21
... More
SM Drain
-
-
-
... More
Eartwork in excavation for foundation of structures
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 sides and bottom and backfilling in trenches with excavated suitable material.
368.69
-
256
... More
Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing etc
I. P.C.C grade M 10
9.66
-
6914.36
... More
Stone masonry work in cement mortar in foundation as per drawing and technical specification Clause 702,704,1202 & 1203
iii)Random rubble masonry in 1:5 cementmortar
115.92
-
7351.29
... More
Plastering with cement mortar ( 1 : 4) 15 mm thick etc.
38.64
-
286.47
... More
TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES
-
-
-
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Providing and Fixing 'Logo' of PMGSY Project
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
2
-
36368
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Traffic sign
A. Retro-reflectorized traffic signs
-
-
-
... More
Providingandfixingofretro-reflectorisedcautionary,mandatoryandinformatorysignasperIRC:67madeofencapsulatedlenstypereflectivesheetingvideClause1701.2.3fixedoveraluminiumsheeting,1.5mmthicksupportedonamildsteelangleironpost75mmx75mmx6mmfirmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete450mmx450mmx600mm,600mmbelowgroundlevelasper drawings and Technical Specification Clause 801
ii) 600mm x 600mm equilateral triangle
26
-
3003
... More
vi) 600mm x 600mm square
8
-
3577
... More
Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local specification Clause 1703
'ii) Ondinary kilometer stone ( Precast)
3
-
2251
... More
iii) 200 mile stone ( precast )
8
-
652
... More
White washing of Parapet walls of CD work and tree Truncks
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per techinical specifications Clause 1915
7.5
-
20
... More
Hume Pipe Culverts (1.0m dia = 3 Nos.)
-
-
-
... More
Excavation for Structures
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 sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil
(i) Upto 3 m depth
314.4
-
256
... More
Plain/Reinforced cement concrete M10 (1:3:6 nominal mix) in levelling coursein below open foundation of Head walls complete as per drawing and technical specifications
II) PCC grade M 10
8.37
-
7107.01
... More
Bedding for Pipe
I) Type A (Concrete cradle) Bedding
5.91
-
7107.01
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
A. In Cement mortar (1:4)
90.21
-
4539.82
... More
Providing and Laying cenment concrete NP3 as per design in Single row
A) 1200mm dia
18.75
-
13445.96
... More
Plastering in cement mortar 1:4 15 mm thick
77.97
-
280.48
... More
Back filling in foundation trenches as per drawing and technical specification.
150.36
-
673.92
... More
Providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thiockness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
26.07
-
2622.96
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R.C.C. SLAB CULVERTS (1.5mSPAN = 4 Nos)
-
-
-
... More
Foundation
-
-
-
... More
Excavation for Structures
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 sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil
(i) Upto 3 m depth
1068.48
-
256
... More
Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203.
II) PCC grade M 15
(i) Nominal Mix 1:3:6
34.84
-
6984.01
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonry (1:4)
168.56
-
6015.91
... More
Substructure
-
-
-
... More
Random rubble masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
(III) In 1:5 Cement Mortar
69.6
-
7064.82
... More
Plain/reinforced cement concrete in substructure for Abutment/Pier Cap & Durtwall complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
(II) PCC Grade M 20
10.76
-
8503.1
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Cl. 614,709, 1204.3.7 of Specification of Rural Roads including curing complete .
128
-
492.04
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
3.36
-
534.05
... More
Providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thiockness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
47.88
-
2622.96
... More
Superstructure
-
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.06
-
81812.6
... More
Providing and laying Reinforced cement concrete in super structure complete as per drawing and technical specifications
(II)RCC Grade M25 upto 5m height
12.16
-
10034.08
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Drainage spouts complete as per drawing
16
-
1452.05
... More
R.C.C. SLAB CULVERTS (2.0mSPAN = 2 Nos)
-
-
-
... More
Foundation
-
-
-
... More
Excavation for Structures
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 sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil
(i) Upto 3 m depth
253.74
-
256
... More
Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203.
II) PCC grade M 15
(i) Nominal Mix 1:3:6
18.64
-
6984.01
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonry (1:4)
92.18
-
6015.91
... More
Substructure
-
-
-
... More
Random rubble masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
(III) In 1:5 Cement Mortar
52
-
7064.82
... More
Plain/reinforced cement concrete in substructure for Abutment/Pier Cap & Durtwall complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
(II) PCC Grade M 20
5.66
-
8503.1
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Cl. 614,709, 1204.3.7 of Specification of Rural Roads including curing complete .
80
-
492.04
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
1.12
-
534.05
... More
Providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thiockness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
54.94
-
2622.96
... More
Superstructure
-
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.66
-
81812.6
... More
Providing and laying Reinforced cement concrete in super structure complete as per drawing and technical specifications
(II)RCC Grade M25 upto 5m height
8.46
-
10034.08
... More
Drainage spouts complete as per drawing
8
-
1452.05
... More
R.C.C. SLAB CULVERTS (4.0mSPAN = 1Nos)
-
-
-
... More
Foundation
-
-
-
... More
Excavation for Structures
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 sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil
(i) Upto 3 m depth
478.17
-
256
... More
Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203.
II) PCC grade M 15
(i) Nominal Mix 1:3:6
11.77
-
6984.01
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonry (1:4)
58.51
-
6015.91
... More
Substructure
-
-
-
... More
Random rubble masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
(III) In 1:5 Cement Mortar
40.32
-
7064.82
... More
Plain/reinforced cement concrete in substructure for Abutment/Pier Cap & Durtwall complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
(II) PCC Grade M 20
3.46
-
8503.1
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Cl. 614,709, 1204.3.7 of Specification of Rural Roads including curing complete .
52
-
492.04
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
0.72
-
534.05
... More
Providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thiockness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
28.37
-
2622.96
... More
Superstructure
-
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.04
-
81812.6
... More
Providing and laying Reinforced cement concrete in super structure complete as per drawing and technical specifications
(II)RCC Grade M25 upto 5m height
10.9
-
10034.08
... More
Drainage spouts complete as per drawing
4
-
1452.05
... More
Construction of Embankment with Material Obtained from Borrow Pitsper drawing and technical specifications
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
In ApproachesR.C.C Slab Culvert
2474.28
-
336
... More
Maintenance
-
-
-
... More
Maintenance for 1st yr
1.57
-
153539.49
... More
Maintenance for 2ndyr
1.57
-
189546.5
... More
Maintenance for 3rd yr
1.57
-
255598.09
... More
Maintenance for 4th yr
1.57
-
301618.47
... More
Maintenance for 5th yr
1.57
-
347645.86
... More
Maintenance for 6th yr Renewal Plan
1.57
-
1854140.13
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