Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Consultancy Services
Eprocure
Opening Date23 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 5,22,39,000
Costs
EMD
₹ 10,44,780Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEAR_136374_1Bid Award Id
ViewTender No
AR05065144Tender 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
b) 1.00 KM reference bench mark and working bench mark.
5.31
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Providing and fitting fixing of bamboo (1st class) 85mm to 100 mm dia 2.00 m long including driving the pegs up to 60 cm depth and marking with paint, sharpening the bottom maintaining the lines etc complet.
267
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Clearing and Grubbing Road Land
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material
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By Manual Means
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In area of non-thorny jungle
5.31
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Earthwork
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Construction of Embankment with Material Obtained from Borrow Pits
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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
8460.25
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Construction of Subgrade and Earthen Shoulders
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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.
1536.33
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Granular Sub-base with Well Graded Material (Table 400.1)
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By Mix in Place Method
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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.
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Grading I
865.25
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BASE COURSE
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For ,WBM - II
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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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By Manual Means
1502.16
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WBM - III
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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.
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By Manual Means
1502.16
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MIX SEAL SURFACING
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Prime Coat
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( i ) Low porosity
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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
19930.67
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Tack Coat
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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.
19930.67
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Mix Seal Surfacing with 5% waste plastic
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
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By Mechanical Means
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Type B
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(I) Bitumen (S-90)
19930.67
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Slab Culvert:- 1.50 m span, 3.13m height as per IRC SP 20-2004 ( 6 Nos. )
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Foundation
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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 sides and bottom and backfilling in trenches with excavated suitable material.
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I. Ordinary Soil
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(I) Upto 3 m depth.
959.82
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6
83.82
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort)
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ii) In 1:4 Cement mortar.
269.52
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Substructure
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
162.48
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
96.66
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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
252
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
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For height upto 5 m.
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III) R.C.C. grade M 20
20.16
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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
55.2
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Superstructure
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
32.04
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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I) R.C.C grade M 20
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(I) Nominal mix 1:2:4
2.28
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.94
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SH:-2.0 m span RCC Slab Culvert,3.64 m height as per IRC SP 20-2004 ( 3 Nos. )
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Foundation
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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 sides and bottom and backfilling in trenches with excavated suitable material.
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I. Ordinary Soil
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(I) Upto 3 m depth.
636.54
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6
45.06
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort)
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ii) In 1:4 Cement mortar.
68.34
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Substructure
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
118.53
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
87.09
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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
138
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
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For height upto 5 m.
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III) R.C.C. grade M 20
10.62
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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
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Superstructure
-
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
20.61
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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I) R.C.C grade M 20
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(I) Nominal mix 1:2:4
1.14
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.07
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SH:-4.0 m span RCC Slab Culvert,4.03 m height as per IRC SP 20-2004 ( 1 No. )
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Foundation
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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 sides and bottom and backfilling in trenches with excavated suitable material.
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I. Ordinary Soil
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(I) Upto 3 m depth.
395.5
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6
22.99
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort)
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ii) In 1:4 Cement mortar.
60.09
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Substructure
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
66.72
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
16.14
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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
30
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
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For height upto 5 m.
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III) R.C.C. grade M 20
3.24
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Superstructure
-
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
16.76
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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I) R.C.C grade M 20
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(I) Nominal mix 1:2:4
0.38
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.56
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SH:-6.0 m span RCC Slab Culvert,6.01 m height as per IRC SP 20-2004 ( 1 No. )
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Foundation
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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 sides and bottom and backfilling in trenches with excavated suitable material.
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I. Ordinary Soil
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(I) Upto 3 m depth.
544.1
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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I). P.C.C grade M 10
-
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-
(I) Nominal mix 1:3:6
17.65
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort)
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ii) In 1:4 Cement mortar.
87.67
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Substructure
-
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
137.05
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
64.59
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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
78
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
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For height upto 5 m.
-
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III) R.C.C. grade M 20
4.26
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Superstructure
-
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
28.49
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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I) R.C.C grade M 20
-
-
-
(I) Nominal mix 1:2:4
0.38
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.23
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Traffic signs and logos etc
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Retro-reflectorised Traffic Signs
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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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
20
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Retro-reflectorised Traffic Signs
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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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
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Kilometre Stone
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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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5th Kilometer stone
1
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Ordinary Kilometer stone
6
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Providing and Fixing 'Logo' of PMGSY Project
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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
3
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Providing and Fixing of Citizen Information Board (For Section-1)
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Providing and fixing of typical PMGSY Citizen information sign board with logo as per MORD Specifications and attached drawing. Two MS plates/Boards of 1.6mm thick duly welded with MS flat iron cleat 50x50mm size on back on edges. Top and bottom plate will welded to 2 nos 75mm tubes posts duly embeded in cement concrect M-15 grade block of 600 x 600 x 750 cm below ground level. as per clause 1701 and annexure 1700.1.
1
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Safety Devices and Signs in Construction Zones
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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Men at work
2
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Diversion
2
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Road closed
2
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Routine Maintenance
-
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First Year
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Second Year
-
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Third Year
-
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Fourth Year
-
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Fifth Year
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Evaluation Notes How It Works ?
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