Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 May 2024
Closing Date31 Jul 2024
Tender Amount₹ 2,95,48,000
Costs
EMD
₹ 5,91,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134369_1Bid Award Id
ViewTender No
TN15238Tender 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
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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Km 3/23-3/95 & 6/2-7/09
7433.79
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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Km 3/23-3/95 & 6/2-7/09
4725.35
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Construction of embankment using tractor with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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Km 0/0 - 1/0
334.9
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Km 1/0-2/0
333.14
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Km 2/0-2/10
33.75
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Km 3/23-4/0
258.06
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Km 4/0-5/0
335.81
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Km 5/0-6/0
336.52
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Km 6/0-7/0
336.52
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Km 7/0-7/09
30.38
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Picking the Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means and addition of deficit aggrgate @ 50% for 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 Vibratory roller to achieve the desired density (Recycle GSB50%)
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Km 0/0 - 1/0
377.06
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Km 1/0-2/0
384.16
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Km 2/0-2/10
37.5
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Km 3/95-4/0
18.75
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Km 4/0-5/0
381.23
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Km 5/0-6/0
392.21
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Km 6/0-6/20
75
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Providing layer spreading and compacting graded stone aggregate to wet mix macadam specifaction inculding premixing the material with water at OMC in mechanical mixer Pug mill carring of mixed material by tipper to site, laying in uniform layers in sub base/base course on a well prepared sub -base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density inculding lighting.
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Km 0/0 - 1/0
565.58
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Km 1/0-2/0
576.24
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Km 2/0-2/10
56.25
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Km 3/23-4/0
452.66
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Km 4/0-5/0
571.86
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Km 5/0-6/0
588.31
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Km 6/0-7/0
570.14
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Km 7/0-7/09
50.63
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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 MORD Technical Specification Clause 502
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Km 0/0 - 1/0
3769.97
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Km 1/0-2/0
3870.33
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Km 2/0-2/10
375
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Km 3/23-4/0
3017.73
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Km 4/0-5/0
3812.4
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Km 5/0-6/0
3922.03
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Km 6/0-7/0
3800.91
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Km 7/0-7/09
337.5
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Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 502.
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Km 0/0 - 1/0
3799.4
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Km 1/0-2/0
3890.03
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Km 2/0-2/10
375
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Km 3/23-4/0
3037.98
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Km 4/0-5/0
3831.15
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Km 5/0-6/0
3932.91
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Km 6/0-7/0
3811.79
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Km 7/0-7/09
337.5
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Mix Seal Surfacing with Plastic waste Providing, laying and rolling of close-graded premix surfacing material of 25 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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Km 0/0 - 1/0
3799.4
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Km 1/0-2/0
3890.03
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Km 2/0-2/10
375
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Km 3/23-4/0
3037.98
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Km 4/0-5/0
3831.15
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Km 5/0-6/0
3932.91
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Km 6/0-7/0
3811.79
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Km 7/0-7/09
337.5
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Provision of 15 nos rumble strips with covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre approved locations to control speed, marked with w hile strips of road making paint.
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Km 0/0 - 1/0
5.62
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Km 1/0-2/0
5.62
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Km 2/0-2/10
2.81
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Km 3/23-4/0
2.81
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Km 4/0-5/0
5.62
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Km 5/0-6/0
5.62
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Km 6/0-7/0
5.62
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Km 7/0-7/09
2.81
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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
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Km 0/0 - 1/0
200
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Km 1/0-2/0
200
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Km 2/0-2/10
20
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Km 3/23-4/0
154
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Km 4/0-5/0
200
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Km 5/0-6/0
200
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Km 6/0-7/0
200
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Km 7/0-7/09
18
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Providing and fixing of Logo Board as per standard drawings
5
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Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause
6
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Reinforced cement concrete M15 grade Hecta metre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause
20
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60 cm Equilateral triangle cautionary sign board
32
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90cm Equilateral Triangle Cautionary Sign Board
2
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Information Board
1
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Maintenance Board
1
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Name Board
1
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1.A) Construction of 1.50m span RCC Slab Culvert at Ch 615m
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Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 615m
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 615m
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20
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Below Sill
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Ch 615m
46.93
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Above Sill
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Ch 615m
30.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 615m
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 615m
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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Ch 615m
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 615m
12
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Providing and fixing tar paper for bearing
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Ch 615m
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 615m
5.47
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1.b) Construction of 1.50m span RCC Slab Culvert at Ch 960m
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Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 960m
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 960m
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20
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Below Sill
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Ch 960m
46.93
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Above Sill
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Ch 960m
30.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 960m
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 960m
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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Ch 960m
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 960m
12
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Providing and fixing tar paper for bearing
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Ch 960m
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 960m
5.47
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1.C) Construction of Hard Bed @ Ch 1410m
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Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved
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Ch 1410m
24.12
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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202
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Ch 1410m
9.22
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Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4)
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Ch 1410m
15.93
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Construction of un-reinforced,dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2. M30 ( grade) coarse and fine aggregate confirming to ISS .383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer including all other incidential charges etc., complete
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Ch 1410m
10
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1.D) Construction of 1.50m span RCC Slab Culvert at Ch 1710m
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Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 1710m
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 1710m
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20
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Below Sill
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Ch 1710m
46.93
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Above Sill
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Ch 1710m
30.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 1710m
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 1710m
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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Ch 1710m
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 1710m
12
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Providing and fixing tar paper for bearing
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Ch 1710m
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 1710m
5.47
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1.E) Construction of 1.50m span RCC Slab Culvert at Ch 6300m
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Earth work Excavation for Foundation of structres upto 3m depth as per drawing and techincal specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
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Ch 6300m
70.08
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M20 M15
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Ch 6300m
9.04
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (Below Sill)
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Ch 6300m
46.93
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (Above Sill)
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Ch 6300m
30.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202
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Ch 6300m
0.26
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Providing and laying concrete for Reinforced concrete in super structure complete as per drawings and MORD technical specification Clauses 800, 1205.4 & 1205.5 (RCC M25)
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Ch 6300m
2.65
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Providing weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full widht of strucures with slope of 1(V) : 2(H) towards drawing face complete as per drawing and techinical specification
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Ch 6300m
12
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dreeing and technical specifications
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Ch 6300m
12
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Providing and fixing tar paper for bearing
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Ch 6300m
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 6300m
5.47
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1.F) Construction of Protection Wall Km 0/0-1/0
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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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Ch 0/0-1/0
14.63
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Providing and laying concrete for plain/ Reinforeced concrete in open foundations complete as per drawings and MORD technical specification Cuauses 802,803,1202 & 1203 M15
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Ch 0/0-1/0
4.5
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (Below Sill)
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Ch 0/0-1/0
8.1
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (Above Sill)
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Ch 0/0-1/0
15.19
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Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification
6
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1.G) Construction of Parapet Wall Km 0/0-1/0 & 4/0-5/0
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Stone Masonry work in Cement Mortar in Foundation of Head walls complete as per drawing and MORD technical specification Clause 1109 in Cement Mortar 1: 5
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Ch 0/0-1/0
0.38
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
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Ch 0/0-1/0
0.86
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Providing and laying concrete for plain /Rainforced Concrete in open foundations complte as per drawings and MORD technical specification clauses 802,803,1202, & 1203 M20 (1:2:4)
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Ch 4/0-5/0
1.35
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Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
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For 1st Year
5.96
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For 2nd Year
5.96
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For 3rd Year
5.96
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For 4th Year
5.96
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For 5th Year
5.96
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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