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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.2 CrAccepted-AOC NO 32 BAJANAI KOIL STREET PUDUPADI POST KILAMBADI VILLAGE ARCOT | ARCOT | RANIPET | TAMIL NADU | ₹1.2 Cr | L-1 | Accepted-AOC L-1 RK Construction
Lowest Rate |
| 2 | L-2₹1.2 Cr+₹70,093.42 (0.59%)Rejected-AOC DOOR NO 7 121 SURVEY NO 7 121 K PUDUR | TIRUNELVELI | TAMIL NADU | 627001 | ₹1.2 Cr+₹70,093.42 (0.59%) | L-2 | Rejected-AOC L-2 Lakshmanan
Highest Rate |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
19 Jul 2024, 3:00 pmClosed
Project Director
Project Director DRDA-Ranipet
Strengthening the Road from Kalavai Vazhapandhal to Athiyanam Road Km 0/0-2/250 in Thimiri Block, Ranipet District in MGSMT 2024-25
2024_RDTN_460270_1
B3/2980/2024
Open Tender
Civil Works
Item Wise
180 days
DRDA-Ranipet
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.2 L
5 Aug 2024
5 Jul 2024
19 Jul 2024
5 Jul 2024
19 Jul 2024
5 Jul 2024
Amount
Thimiri Block
Strengthening of the Road from Kalavai vazhapanthal road to Athiyanam road Km 0/0-2/250 (R-72) Thimiri block
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete]
Picking 5 Cm to 10 cm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete
Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.
collection and supply of Gravel from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges rentals for machinery, fuel and all other incidental charges etc, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5
Providing and laying dense graded bituminous macadam 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 @4.0 to 4.5 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
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Providing arid erecting single sided double Guard Metal Beam Carsh Barrier system 1.70m high, Comprising pf 3mmthick wall "W'' Beams Posts and spacer channelsshell be made by cold roll forming HR conform to IS 5986 Fe 410/360
Cement concrete for fixing of guard stone
Providing guard stone
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous surface
Road stud with lens reflector
Rumble strip
Provision for Hectometer stone
Providing KM Stone
60 cm equilateral triangle(cautionary)sign board
60 cm equilateral circular(Mandatory)sign board
Chevron sign 90cm
Provision for name cum Citizen Information Board Board
CC PAVEMENT ( Wearing coat) Km 0/025-0/062
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 an
GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}
Lakshmanan (BID ID -1084603)
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