Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date18 May 2024
Closing Date12 Jul 2024
Tender Amount₹ 3,24,60,000
Costs
EMD
₹ 6,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134376_1Bid Award Id
ViewTender No
TN15241Tender 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
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 2/600- 7/600
6200.87
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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
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Km 2/600- 7/600
4891.14
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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 2/600- 3/0
66.52
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Km 3/0-4/0
166.79
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Km 4/0-5/0
167.77
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Km 5/0-6/0
165.61
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Km 6/0-7/0
164.49
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Km 7/0-7/60
99.29
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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 2/600- 3/0
233.93
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Km 3/0-4/0
567.35
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Km 4/0-5/0
571.08
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Km 5/0-6/0
579.62
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Km 6/0-7/0
600.91
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Km 7/0-7/60
338.39
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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 2/600- 3/0
1559.47
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Km 3/0-4/0
3782.32
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Km 4/0-5/0
3807.18
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Km 5/0-6/0
3864.12
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Km 6/0-7/0
4006.05
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Km 7/0-7/60
2255.93
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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 2/600- 3/0
1570.35
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Km 3/0-4/0
3804.07
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Km 4/0-5/0
3818.06
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Km 5/0-6/0
3899
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Km 6/0-7/0
4053.3
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Km 7/0-7/60
2277.69
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Providing, laying and rolling of Open Graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades, to be followed by seal coat of Type-A as per MORD technical
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Km2/6-3/0
445.35
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20 mm thick Open Graded Premix Carpet usingHincol Premix bitumen emulsion as per Technical Specification Clause 508.2
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Km 2/700- 3/0
1125
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Km 3/0-4/0
3804.07
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Km 4/0-5/0
3818.06
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Km 5/0-6/0
3899
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Km 6/0-7/0
4053.3
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Km 7/0-7/60
2277.69
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Providing and laying Seal coat sealing the voids in a bituminous surface- laid to the specified levels, grade and cross fall using Type -A as per MORD technical Specification clause 510
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Km2/6-3/0
445.35
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Providing and laying bituminous Premix seal coat (Type C) comprising with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be mixed simultaneously along with the bitumunous course using 10.00 kgs of Bitumen Emulsion SS 2 for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 80 to 100kN capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 510 of MORD.including all over heads and Contractors profit for seal coat.
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Km 2/700- 3/0
1125
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Km 3/0-4/0
3804.07
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Km 4/0-5/0
3818.06
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Km 5/0-6/0
3899
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Km 6/0-7/0
4053.3
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Km 7/0-7/60
2277.69
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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 2/700- 3/0
5.62
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Km 3/0-4/0
5.62
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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 7/0-7/60
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 2/700- 3/0
80
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Km 3/0-4/0
200
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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 7/0-7/60
120
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Providing and fixing of Logo Board as per standard drawings
4
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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
5
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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
40
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90cm Equilateral Triangle Cautionary Sign Board
4
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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 7500m
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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 7500m
65.79
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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 7500m
8.48
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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 7500m
43.7
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Above Sill
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Ch 7500m
25.77
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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 7500m
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 7500m
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 7500m
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 7500m
12
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Providing and fixing tar paper for bearing
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Ch 7500m
3.6
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Backfilling behaind abutment, wing wall and return wall complete as per drawing & MORD
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Ch 7500m
4.93
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1.B) Construction of Protection Wall Km 6/0-7/0
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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 6/0-7/0
16.38
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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 (1:2.5:5)
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Ch 6/0-7/0
5.04
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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 (1:2:4)
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Below Sill
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Ch 6/0-7/0
9.72
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Above Sill
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Ch 6/0-7/0
35.1
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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
5
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1.C) Construction of Protection Wall Km 7/0-7/60
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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 7/0-7/6
26
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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 (1:2.5:5)
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Ch 7/0-7/6
8
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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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Below Sill
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Ch 7/0-7/6
15.3
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Above Sill
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Ch 7/0-7/6
49.95
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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
8
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1.D) Cell filled Concrete Km 2/6-3/0
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification
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Ch 2/60-3/0
44.67
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1.E) Cell filled Concrete Km 3/0-4/0
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification
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Ch 3/0-4/0
105.1
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1.F) Cell filled Concrete Km 4/0-5/0
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification
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Ch 4/0-5/0
112.17
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1.G) Cell filled Concrete Km 5/0-6/0
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification
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Ch 5/0-6/0
111.13
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1.H) Cell filled Concrete Km 6/0-70
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification
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Ch 6/0-70
111.08
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1.I) Cell filled Concrete Km 7/0-7/6
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Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification
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Ch 7/0-7/6
66.85
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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
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For 2nd Year
5
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For 3rd Year
5
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For 4th Year
5
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For 5th Year
5
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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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