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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹28,987.48 (0.07%)Admitted-Finance | ₹4.1 Cr+₹28,987.48 (0.07%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | srmconstructions L1 | M Alli L2 |
|---|---|---|---|---|---|
| 1.00MRL - 07 - Top Senkattupatti to Veppadi Palakadu Road Km 0/0-2/650 (Nano Technology) | |||||
| 2.00Clearing and grubbing road land including uprooting wild vegetation,grass ,bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201. | |||||
| 3.00 | Km 0/000-2/650 | 4,770 | Sqm | - | - |
| 4.00Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | |||||
| 5.00 | Km 0/000-2/650 | 13,550.88 | Cum | - | - |
| 6.00Construction 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 (Filling with Cut Earth) | |||||
| 7.00 | Km 0/000-4/930 | 10,803.11 | Cum | - | - |
| 8.00Construction 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 | |||||
| 9.00 | Km 0/000-4/930 | 2,664.74 | Cum | - | - |
| 10.00Construction 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) | |||||
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
11 Jun 2020, 3:00 pmClosed
Additional Director/Project Director
DRDA, SALEM
TN15-178-PMGSY III 2019-2020 BATCH -I - 01 ROAD GANGAVALLI BLOCK IN- SALEM DISTRICT
2020_RDTN_92559_1
TN15178
Open Tender
Civil Works - Roads
Item Rate
270 days
DRDA
As per tender Schedule
3 documents required · 3 mandatory
₹0
₹8.8 L
DRDA, SALEM
22 Jun 2020
15 May 2020
11 Jun 2020
15 May 2020
11 Jun 2020
15 May 2020
5 Jun 2020
Amount
MRL - 07 - Top Senkattupatti to Veppadi Palakadu Road Km 0/0-2/650 (Nano Technology)
Clearing and grubbing road land including uprooting wild vegetation,grass ,bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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 (Filling with Cut Earth)
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
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)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured
Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR> 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum ; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job , finished work to be measured. (ref : MORD sl.no4.11-(i) page no.4-20)
Construction of 20mm compacted Grit Layer by way of using blended material comprising of Aggregates of 13.2mm @20%; 11.2mm nominal size @ 20%; Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm sieve and retained on 2.36 mm sieve @20% & Crushed Sand or Grit Passing 2.36 mm sieve and retained on 180 micron sieve @40% duly mixed with potable water ; duly compacted with Vibratory Roller including maintaining the Camber as per specifications. Complete job , finished work to be measured
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
Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and applying tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (<1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Providing, laying and rolling of 20mm thick open-graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate of 1 Kg per 1 ton of Binder. Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade or emulsion grade with Nanotechnology based material 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (ref:Mord pg.no 5-24)
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
Providing and laying of Seal coat modified with Nanotechnology based Organosilane Reactive Aggregate modifier material qualifying as per the test at the rate 1 Kg per 1 ton of Binder and 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 Clauses 510.
Providing and Fixing Logo of PMGSY Project
Kilometre Stone: RCC M15 grade kilometer 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.
Ordinary Kilometer stone (precast)
200m Stone (precast)
6cm Circular (Mandatory) Sign Board
90cm Equilateral triangle cautionary sign board
Reflector
Bus Stop
Providing and Fixing Citizen Information Board of PMGSY Project
Providing and Fixing Maintanence Information Board of PMGSY Project
Providing and Fixing Name Board of PMGSY Project
Construction of 1.50m Span Culvert @ 154m
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.
Culvert @ 154m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 154m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 154m
Above Sill - Culvert @ 154m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 154m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 154m
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
Culvert @ 154m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 154m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 154m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 154m
Construction of 1.50m Span Culvert @ 372m
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.
Culvert @ 372m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 372m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 372m
Above Sill - Culvert @ 372m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 372m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 372m
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
Culvert @ 372m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 372m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 372m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 372m
Construction of 1.50m Span Culvert @ 528m
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.
Culvert @ 528m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 528m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 528m
Above Sill - Culvert @ 528m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 528m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 528m
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
Culvert @ 528m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 528m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 528m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 528m
Construction of 2x3.00m Span Culvert @ 825m
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.
2x3.00m Span Culvert @ 825m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
2x3.00m Span Culvert @ 825m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - 2x3.00m Span Culvert @ 825m
Above Sill - 2x3.00m Span Culvert @ 825m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2x3.00m Span Culvert @ 825m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
2x3.00m Span Culvert @ 825m
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
2x3.00m Span Culvert @ 825m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
2x3.00m Span Culvert @ 825m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
2x3.00m Span Culvert @ 825m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
2x3.00m Span Culvert @ 825m
Construction of 1.50m Span Culvert @ 1054m
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.
Culvert @ 1054m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 1054m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 1054m
Above Sill - Culvert @ 1054m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 1054m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 1054m
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
Culvert @ 1054m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 1054m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 1054m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 1054m
Construction of 1.50m Span Culvert @ 1162m
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.
Culvert @ 1162m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 1162m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 1162m
Above Sill - Culvert @ 1162m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 1162m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 1162m
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
Culvert @ 1162m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 1162m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 1162m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 1162m
Construction of 1.50m Span Culvert @ 1687m
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.
Culvert @ 1687m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 1687m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 1687m
Above Sill - Culvert @ 1687m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 1687m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 1687m
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
Culvert @ 1687m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 1687m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 1687m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 1687m
Construction of 1.50m Span Culvert @ 1829m
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.
Culvert @ 1829m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 1829m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 1829m
Above Sill - Culvert @ 1829m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 1829m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 1829m
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
Culvert @ 1829m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 1829m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 1829m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 1829m
Construction of 3.00m Span Culvert @ 1506m
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.
Culvert @ 1506m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 1506m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 1506m
Above Sill - Culvert @ 1506m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 1506m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 1506m
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
Culvert @ 1506m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 1506m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 1506m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 1506m
Construction of 1.50m Span Culvert @ 2520m
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.
Culvert @ 2520m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Culvert @ 2520m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Below Sill - Culvert @ 2520m
Above Sill - Culvert @ 2520m
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Culvert @ 2520m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 2520m
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
Culvert @ 2520m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 2520m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 2520m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 2520m
Construction of Protection Wall @ 0/0-1/0 (335m)
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.
Protection Wall @ 0/0-1/0 (335m)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Protection Wall @ 0/0-1/0 (335m)
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
Protection Wall @ 0/0-1/0 (335m)
Plastering with Cement Mortar (1:4),15mm thick on brickwork in substructure a per technical specification Clauses613.40&1204
Protection Wall @ 0/0-1/0 (335m)
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
Protection Wall @ 0/0-1/0 (335m)
Construction of Protection Wall @ 1/0-2/0 (130m)
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.
Protection Wall @ 1/0-2/0 (130m)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M15 (1:2.5:5)
Protection Wall @ 1/0-2/0 (130m)
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
Protection Wall @ 1/0-2/0 (130m)
Plastering with Cement Mortar (1:4),15mm thick on brickwork in substructure a per technical specification Clauses613.40&1204
Protection Wall @ 1/0-2/0 (130m)
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
Protection Wall @ 1/0-2/0 (130m)
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
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
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)
M Alli
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