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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 Cr+₹3.6 L (2.11%)Rejected-AOC | ₹1.7 Cr+₹3.6 L (2.11%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
12 Jul 2024, 3:00 pmClosed
Additional Collector (Development)
DRDA, Salem
Salem District - Valapadi Block - MRL07- MRL03-Belur Eswaran Kovil Road to Pallathanur (via) Cn Palayam at PMGSY III 2023-2024 - Batch - I TN15-252.
2024_RDTN_134418_1
TN15252
Open Tender
Civil Works - Roads
Item Rate
270 days
DRDA
As per tender Document
3 documents required · 3 mandatory
₹0
₹3.3 L
DRDA, Salem
14 Sept 2024
18 May 2024
12 Jul 2024
18 May 2024
12 Jul 2024
18 May 2024
29 May 2024
Amount
1) MRL - 03 Belur Eswaran kovil to Palathanur via CN Palayam 0/0-3/30
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 Clause 301.4.
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)
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)
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
Bituminous Macadam Using Plastic Waste (Thickness - 50 mm) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous and PMB Cubes, 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.
Mix Seal Surfacing (Plastic Waste) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
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 0.20 to 0.25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
Construction of 1.50 m RCC Slab culvert @ Ch. 1/778
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Culvert @ Ch. Km :1/778
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 15 (1:2.5:5)
Culvert @ Ch. Km :1/778
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M 20 (1:2:4)
Below Sill
Above Sill
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 @ Ch. Km :1/778
Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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 @ Ch. Km :1/778
Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm die 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 @ Ch. Km :1/778
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Culvert @ Ch. Km :1/778
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Culvert @ Ch. Km :1/778
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Culvert @ Ch. Km :1/778
Providing and Fixing 'Logo' of PMGSY Project
(iii) 200 m stone (precast)
(ii) Ordinary Kilometer Stone (Precast)
60 Cm Circular ( Mandatory ) sign board Triangle
Provision for Reflector
Providing and Fixing 'Citizen information Board' of PMGSY Project
Providing and Fixing 'Maintenance information Board' of PMGSY Project
Providing and fixing Name board
Road Marking with hot applied hermoplastic compound with Reflectorising Glass Beads on Bituminous surface
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.Arumugam
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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