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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC DHARMAPURI | DHARMAPURI | DHARMAPURI | TAMIL NADU | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹8.5 L (7.77%)Rejected-AOC O G HALLI DHARMAPURI DISTRICT | KRISHNAGIRI | TAMIL NADU | 635106 | ₹1.2 Cr+₹8.5 L (7.77%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
19 Jul 2024, 3:00 pmClosed
The Addl. Collector (Dev) / Project Director, DRDA
DRDA, Dharmapuri
Strengthening the road from Menasi - Kathiripuram road Km.0/0-2/2 H/o.Menasi
2024_RDTN_460565_1
Roc.No.1650/2024/R2 MGSMT P31
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA
Can be seen in the tender documents
2 documents required · 2 mandatory
₹0
₹1.1 L
DRDA, Dharmapuri
23 Oct 2024
5 Jul 2024
19 Jul 2024
5 Jul 2024
19 Jul 2024
6 Jul 2024
6 Jul 2024
Amount
Strengthening of the road from Menasi - Kathiriupram road Km.0/0-2/20 H/o.Menasi
Clearing the scrub jungles including the cutting the scrubs and removing away from site etc complete
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete,
Picking up existing BT surface upto 5 to 10 cm of old metalled surface cambering, sectioning of carriage way etc., complete
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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., complete.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg of Bituminous Emulsion SS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and lyaing TACK COAT ove the WMM surface (treated with primer) using 2.50 KG of Bituminous Emulsion RS1 for 10 sqm. including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and Laying of Bituminous Macadam 50mm thick based on Job Mix formula mixes in job mix plant of drum type in one layer for overlay as shown in drawing using paving bitumen 60/70 penetration grade as per IS 73 and aggregate comfirming to grading
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Road marking with hot applied thermoplastic compound with Reflectorising glass beads on bituminous surface etc.,
Construction of 1.5 m RCC Slab Culvert at Ch.2026 m
Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
1.50m RCC Culvert at Ch.2026 m
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
1.50m RCC Culvert at Ch.2026 m
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
1.50m RCC Culvert at Ch.2026 m
CPlain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges for mixing, laying and curing etc complete for Superstructure
1.50m RCC Culvert at Ch.2026 m
CPlain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete, Bed Blocks
1.50m RCC Culvert at Ch.2026 m
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
1.50m RCC Culvert at Ch.2026 m
Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
Abutment / return
Below Sill 1.50m RCC Culvert at Ch.2026 m
Slab centerin Deck slab side at Ch.2026 m
Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
1.50m RCC Culvert at Ch.2026 m
Providing and fixing 20mm Bitumen felt for expansion joint between Dirtwall & Deckslab
1.50m RCC Culvert at Ch.2026 m
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) toward drawing face complete as per drawing
1.50m RCC Culvert at Ch.2026 m
Collection and supply of excavated earth from applied quarry includign cost and conveyance of all materials to site including all labour cahrges for filling etc complete
1.50m RCC Culvert at Ch.2026 m
Provision for Hectometer Stone
Provision for Kilometer Stone
Provision for Name Board
Provision for Sign Board
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)
Natarajan Contractor (BID ID -1085903)
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