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₹ 7,83,90,685
Costs
EMD
₹ 15,67,814Document 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
2018_CEMEG_69544_3Bid Award Id
ViewTender No
2018-19(II)-MG01/83Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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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
... More
Earthwork in Hill Road
(ii) Excavation in Hilly Areas in Soil by mechanical means
(A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
108520.53
-
124
... More
Earthwork in Hill Road
Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
6510.77
-
210
... More
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m.
43609.97
-
33
... More
Case-III Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
Katcha Track and Track in River Bed/Nallah Bed and Choe Bed
286779.19
-
15
... More
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means.
43609.97
-
13
... More
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
For Shoulders
4216.55
-
320
... More
Compacting Original Ground
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 requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
Length of Road Excluding CD Structure Length Length of Road where filling taken up = 715.00m (approx.)
12448.89
-
73
... More
Surface Drains in Soil
-
-
-
... More
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.
Manual Means
7294
-
60
... More
Surface Drains in Ordinary Rock
Manual Means
2015
-
90
... More
Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
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.
(ii) For Grading II Material
5951.41
-
2119.77
... More
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 brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(B) By Mechanical Means
2003.28
-
2885.11
... More
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(B) By Mechanical Means
2003.28
-
3007.49
... More
Prime Coat :
Low porosity
Providing and applying primer coat with bitumen emulsion (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 Specification Clause 502
26710.41
-
33
... More
Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
26710.41
-
14
... More
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
26710.41
-
211.26
... More
Seal Coat Type C
Providing & laying seal coat using Bitumen Emulsion sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical specification Clauses 510
(Excluding Loading, Unloading, Haulage, VAT and Labour Cess)
(II) Bitumen Emulsion
26710.41
-
70.41
... More
Traffic Sign Board
-
-
-
... More
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 1.6mm thick, top and middle plate duly welded with MS flat iron.
1
-
36368
... More
Providing and Fixing Title information Board of PMGSY Project (RCC)
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.
1
-
18664.38
... More
10.1 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
-
-
-
... More
(i) 5th Kilometre Stone (precast)
1
-
4871
... More
(ii) Ordinary Kilometer stone (precast)
9
-
2842
... More
(iii) 200 m stone (precast)
42
-
799
... More
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, 1.5 mm thick supported on GI Pipe 50mm 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 drawing and Technical Specification Clause 1701
-
-
-
... More
(ii) 600 mm equilateral triangle
31
-
2880
... More
(iii) 600 mm circle
6
-
3226
... More
Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6
1918
-
207
... More
Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
44
-
852
... More
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per IRC - 67 : 2001
11.55
-
97.63
... More
Dismantle of existing structure
-
-
-
... More
Dismantle of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry,cement concrete, wood work,steelwork,including T&P and scaffolding wherever necessary,sorting the dismantle material, etc as per Technical specification Clause 202 Manual Means (B) Cement concrete
27.18
-
524
... More
Reinforced cement concrete
15.57
-
1157
... More
Distmantling stone masonry as per Technical specification clause 202.
Dismantling of existing structures like culverts,bridges,retaing walls and other structures etc as per Technical specification clause 202
126.38
-
258
... More
Excavation for Structures
-
-
-
... More
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.
590.3
-
256
... More
Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
50.57
-
6341
... More
Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
50.27
-
156
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia
Pipe
87.5
-
8091
... More
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109
(A) In 1:4 cement mortar
225.69
-
3782
... More
Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204
(iii) In 1:5 cement mortar
175.35
-
6211
... More
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
I. Rubble stone laid in cement mortar 1:3
34.55
-
5293
... More
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
III. Brick on edge laid in cement mortar (1:3)
6.92
-
9384
... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
17.05
-
2102
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
In 1:4 cement mortar
21.25
-
3782
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
48.65
-
1332
... More
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
Cushion
324.27
-
336
... More
Excavation for Structures
-
-
-
... More
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.
359.53
-
256
... More
Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
45.97
-
6341
... More
Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
43.19
-
156
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia
Pipe
75.05
-
8091
... More
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109
(A) In 1:4 cement mortar
124.78
-
3782
... More
Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204
(iii) In 1:5 cement mortar
150.97
-
6211
... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
24.47
-
2102
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
21.3
-
1332
... More
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
Cushion
277.95
-
336
... More
Earthwork in excavation
-
-
-
... More
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.
Ordinary soil upto 3 m depth
270.67
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing]
29.71
-
6341
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coursed Rubble masonry (2nd sort) in 1:4 cement mortar
110.8
-
3782
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.
Coursed Rubble masonry (2nd sort) in cement mortar (1:5)
69.13
-
6211
... 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 Clauses 614, 709, 1204.3.7
18
-
491
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 RCC Grade M 20
Nominal Mix 1 : 2 : 4
16.58
-
8649
... More
Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4
Coursed rubble masonry (1st sort)
2.9
-
6527
... 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
40.2
-
489
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.37
-
73882
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.76
-
80003
... More
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
Cement concrete grade M 10
1.01
-
6278
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
15.12
-
1332
... More
Low Porosity
Providing and applying primer coat with bitumen emulsion (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 Specification Clause 502
32.13
-
33
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
32.13
-
14
... More
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
32.13
-
199
... More
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous 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 Mean
Case-III : Type C
(i) Bitumen (S-90)
32.13
-
66
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
72
-
74
... More
Earthwork in excavation
-
-
-
... More
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.
Ordinary soil upto 3 m depth
389.6
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing]
46.24
-
6341
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coursed Rubble masonry (2nd sort) in 1:4 cement mortar
161.2
-
3782
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.
Coursed Rubble masonry (2nd sort) in cement mortar (1:5)
105.2
-
6211
... 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 Clauses 614, 709, 1204.3.7
24
-
491
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 RCC Grade M 20
Nominal Mix 1 : 2 : 4
27.08
-
8649
... More
Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4
Coursed rubble masonry (1st sort)
4.88
-
6527
... 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
72.84
-
489
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.5
-
73882
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.32
-
80003
... More
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
Cement concrete grade M 10
2.12
-
6278
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
28.8
-
1332
... More
Low Porosity
Providing and applying primer coat with bitumen emulsion (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 Specification Clause 502
53.04
-
33
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
53.04
-
14
... More
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
53.04
-
199
... More
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous 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 Mean
Case-III : Type C
(i) Bitumen (S-90)
53.04
-
66
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
96
-
74
... More
Earthwork in excavation
-
-
-
... More
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
Ordinary soil upto 3 m depth
435.27
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing]
39.6
-
6341
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Coursed Rubble masonry (2nd sort) in 1:4 cement mortar
194.82
-
3782
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.
Coursed Rubble masonry (2nd sort) in cement mortar (1:5)
126.21
-
6211
... 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
42
-
491
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For design mix RCC M 20
29.37
-
8649
... More
Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4
Coursed rubble masonry (1st sort)
8.25
-
6527
... 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
27.6
-
489
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.38
-
73882
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.35
-
80003
... More
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
Cement concrete grade M 10
3.36
-
6278
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
53.28
-
1332
... More
Low Porosity
Providing and applying primer coat with bitumen emulsion (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 Specification Clause 502
55.08
-
33
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
55.08
-
14
... More
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
55.08
-
199
... More
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous 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 Mean
Case-III : Type C
(i) Bitumen (S-90)
55.08
-
66
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
72
-
74
... More
Maintenance
-
-
-
... More
Maintenance for the First Year
8.41
-
102121.21
... More
Maintenance for the Second Year
8.41
-
125396.61
... More
Maintenance for the Third Year
8.41
-
175994.56
... More
Maintenance for the Fourth Year
8.41
-
209055.07
... More
Maintenance for the Fifth Year
8.41
-
240081.96
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