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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 Cr+₹21,254 (0.08%)Rejected-Finance | ₹2.6 Cr+₹21,254 (0.08%) | L2 | Rejected-Finance L2 |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
4 Dec 2020, 3:00 pmClosed
Additional Director/Project Director
DRDA, SALEM
TN15-185-PMGSY III 2020-2021 BATCH -I - 01 ROAD AT MAGUDANCHAVADI BLOCK IN- SALEM DISTRICT
2020_RDTN_101576_1
TN15185
Open Tender
Civil Works - Roads
Item Rate
270 days
DRDA
As per tender Schedule
3 documents required · 3 mandatory
₹0
₹5.2 L
DRDA, SALEM
18 Feb 2021
23 Oct 2020
4 Dec 2020
23 Oct 2020
4 Dec 2020
23 Oct 2020
20 Nov 2020
Amount
MRL - 29 - Edappadi Magudanchavadi Athanur road to Chinnappampatty Road Km 0/0 - 5/2
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
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 @ 2170m
Removing all types of Hume Pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202
Culvert @ 2170m
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 @ 2170m
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 @ 2170m
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 @ 2170m
Above Sill - Culvert @ 2170m
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 @ 2170m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M25
Culvert @ 2170m
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 @ 2170m
Providing Fixing 20mm thick Compressible Fiber Board in Expansion joint Complete as per drawing and MORD Technical Specification
Culvert @ 2170m
Providing Fixing Tar Paper for bearing between bed block & Deck slab
Culvert @ 2170m
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ 2170m
Construction of Protection Wall @ 1/610-1/649, Km 1/659 - 1/719, 1/740 - 1/765 (124m)
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 (124m)
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 (124m)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M20
Protection Wall @ 1/0-2/0 (124m) - Below Sill
Protection Wall @ 1/0-2/0 (124m) - Above Sill
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 (124m)
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)
Ezhilarasan
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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