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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAdmitted-Finance | ₹4.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.4 Cr+₹55,394.70 (0.12%)Admitted-Finance | ₹4.4 Cr+₹55,394.70 (0.12%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R Subramanian L1 | K. VEERAPPAN L2 |
|---|---|---|---|---|---|
| 1.00MRL - 07 - Loop Road to Semmadu Via Asambur and Athiyur Km 0/0-4/930 | |||||
| 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 0/000-4/930 | 8,874 | Sqm | - | - |
| 4.00Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical specification Cluase 301.4 | |||||
| 5.00 | Km 0/000-4/930 | 6,147.67 | Sqm | - | - |
| 6.00Blastering and removing hard granite roack measured in soild and removing away from the riding surface and stacking the same on the road side for pre measurements and directed by the departmental officers etc ., complete | |||||
| 7.00 | Km 0/000-4/930 | 78.75 | Cum | - | - |
| 8.00Excavation 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 | |||||
| 9.00 | Km 0/000-4/930 | 2,372.47 | 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 (Filling with Cut Earth) | |||||
Tender Value
₹4.5 Cr
EMD Value
₹9.0 L
Closing Date
16 Jun 2020, 3:00 pmClosed
Additional Director/Project Director
DRDA, SALEM
TN15-172-PMGSY III 2019-2020 BATCH -I - 01 ROAD YERCAUD BLOCK IN- SALEM DISTRICT
2020_RDTN_92526_1
TN15172
Open Tender
Civil Works - Roads
Item Rate
270 days
DRDA
As per tender Schedule
3 documents required · 3 mandatory
₹0
₹9.0 L
DRDA, SALEM
22 Jun 2020
15 May 2020
16 Jun 2020
15 May 2020
16 Jun 2020
15 May 2020
5 Jun 2020
Amount
MRL - 07 - Loop Road to Semmadu Via Asambur and Athiyur Km 0/0-4/930
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.
Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical specification Cluase 301.4
Blastering and removing hard granite roack measured in soild and removing away from the riding surface and stacking the same on the road side for pre measurements and directed by the departmental officers etc ., complete
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 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 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 laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
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 @ 425m
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 @ 425m
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 @ 425m
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 @ 425m
Above Sill - Culvert @ 425m
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 @ 425m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 425m
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 @ 425m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 425m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 425m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 425m
Construction of 1.50m Span Culvert @ 955m
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 @ 955m
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 @ 955m
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 @ 955m
Above Sill - Culvert @ 955m
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 @ 955m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 955m
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 @ 955m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 955m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 955m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 955m
Construction of 1.50m Span Culvert @ 1950m
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 @ 1950m
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 @ 1950m
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 @ 1950m
Above Sill - Culvert @ 1950m
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 @ 1950m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 1950m
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 @ 1950m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 1950m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 1950m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 1950m
Construction of 1.50m Span Culvert @ 2565m
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 @ 2565m
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 @ 2565m
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 @ 2565m
Above Sill - Culvert @ 2565m
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 @ 2565m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 2565m
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 @ 2565m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 2565m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 2565m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 2565m
Construction of 1.50m Span Culvert @ 2620m
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 @ 2620m
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 @ 2620m
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 @ 2620m
Above Sill - Culvert @ 2620m
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 @ 2620m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 2620m
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 @ 2620m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 2620m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 2620m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 2620m
Construction of 1.50m Span Culvert @ 2790m
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 @ 2790m
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 @ 2790m
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 @ 2790m
Above Sill - Culvert @ 2790m
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 @ 2790m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 2790m
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 @ 2790m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 2790m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 2790m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 2790m
Construction of 1.50m Span Culvert @ 3235m
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 @ 3235m
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 @ 3235m
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 @ 3235m
Above Sill - Culvert @ 3235m
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 @ 3235m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 3235m
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 @ 3235m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 3235m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 3235m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 3235m
Construction of 1.50m Span Culvert @ 3260m
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 @ 3260m
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 @ 3260m
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 @ 3260m
Above Sill - Culvert @ 3260m
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 @ 3260m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 3260m
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 @ 3260m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 3260m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 3260m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 3260m
Construction of 1.50m Span Culvert @ 3335m
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 @ 3335m
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 @ 3335m
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 @ 3335m
Above Sill - Culvert @ 3335m
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 @ 3335m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 3335m
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 @ 3335m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 3335m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 3335m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 3335m
Construction of 1.50m Span Culvert @ 3829m
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 @ 3829m
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 @ 3829m
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 @ 3829m
Above Sill - Culvert @ 3829m
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 @ 3829m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 3829m
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 @ 3829m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 3829m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 3829m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 3829m
Construction of 3.00m Span Culvert @ 3932m
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 @ 3932m
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 @ 3932m
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 @ 3932m
Above Sill - Culvert @ 3932m
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 @ 3932m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 3932m
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 @ 3932m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 3932m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 3932m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 3932m
Construction of 1.50m Span Culvert @ 4334m
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 @ 4334m
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 @ 4334m
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 @ 4334m
Above Sill - Culvert @ 4334m
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 @ 4334m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 4334m
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 @ 4334m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 4334m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 4334m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 4334m
Construction of 1.50m Span Culvert @ 4690m
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 @ 4690m
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 @ 4690m
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 @ 4690m
Above Sill - Culvert @ 4690m
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 @ 4690m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 4690m
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 @ 4690m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 4690m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 4690m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 4690m
Construction of Hard bed @ Ch 2960-3000
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.
Hard bed @ Ch 2960-3000
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)
Hard bed @ Ch 2960-3000
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Hard bed @ Ch 2960-3000
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
Hard bed @ Ch 2960-3000
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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer including all other incidential charges etc., Complete
Hard bed @ Ch 2960-3000
Construction of Hard bed @ Ch 4250-4280
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.
Hard bed @ Ch 4250-4280
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)
Hard bed @ Ch 4250-4280
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Hard bed @ Ch 4250-4280
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
Hard bed @ Ch 4250-4280
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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer including all other incidential charges etc., Complete
Hard bed @ Ch 4250-4280
Construction of Protection Wall @ 0/0-1/0 (95m)
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 (95m)
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 (95m)
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 (95m)
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 (95m)
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 (95m)
Construction of Protection Wall @ 1/0-2/0 (75m)
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 (75m)
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 (75m)
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 (75m)
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 (75m)
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 (75m)
Construction of Protection Wall @ 2/0-3/0 (20m)
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 @ 2/0-3/0 (20m)
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 @ 2/0-3/0 (20m)
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 @ 2/0-3/0 (20m)
Plastering with Cement Mortar (1:4),15mm thick on brickwork in substructure a per technical specification Clauses613.40&1204
Protection Wall @ 2/0-3/0 (20m)
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 @ 2/0-3/0 (20m)
Construction of Protection Wall @ 3/0-4/0 (30m)
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 @ 3/0-4/0 (30m)
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 @ 3/0-4/0 (30m)
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 @ 3/0-4/0 (30m)
Plastering with Cement Mortar (1:4),15mm thick on brickwork in substructure a per technical specification Clauses613.40&1204
Protection Wall @ 3/0-4/0 (30m)
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 @ 3/0-4/0 (30m)
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)
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