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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹32.2 L+₹2.4 L (7.97%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K.Sakthivel L1 | SIVA KUMAR L2 |
|---|---|---|---|---|---|
| 1.00Upgradation of the road from Pappireddipatti Murugan Kovil road Km.0/0-0/320 H/o.Venkatasamuthiram, R-377 | |||||
| 2.00 | Clearing the scrub jungles including the cutting the scrubs and removing away from site etc complete | 460.8 | Sqm | 6 ₹2,764.8 Lowest | 7 ₹3,225.6 |
| 3.00Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10m initial lift of 2m in Hard gravel soil including cost and conveyance of all and labour charges etc., complete as per SS 20A | |||||
| 4.00 | Km 0/0-0/320 | 172.8 | Cum | 130 ₹22,464 Lowest | 145 ₹25,056 |
| 5.00Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | |||||
| 6.00 | Km 0/0-0/320 | 96 | Cum | 1,680 ₹1,61,280 Lowest | 1,950 ₹1,87,200 |
| 7.00Providing 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. | |||||
| 8.00 | Km 0/0-0/320 | 144 | Cum | 2,285 ₹3,29,040 Lowest | 2,500 ₹3,60,000 |
| 9.00Providing 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. | |||||
| 10.00 | Km 0/0-0/320 | 960 | Sqm | 82 ₹78,720 Lowest | 95 ₹91,200 |
Tender Value
₹30.3 L
EMD Value
₹31,000
Closing Date
16 May 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Addl. Collector (Dev) / Project Director, DRDA
DRDA, Dharmapuri
Upgradation of the road from Pappireddipatti Murugan Kovil road Km.0/0-0/320 H/o.Venkatasamuthiram
2025_RDTN_553394_1
Roc.No.736/2025/R2 MGSMT P44
Open Tender
Civil Works - Roads
Item Rate
120 days
DRDA
can be seen in the tender document
2 documents required · 2 mandatory
₹0
₹31,000
DRDA, Dharmapuri
28 Sept 2025
1 May 2025
16 May 2025
1 May 2025
16 May 2025
7 May 2025
7 May 2025
Amount
Upgradation of the road from Pappireddipatti Murugan Kovil road Km.0/0-0/320 H/o.Venkatasamuthiram, R-377
Clearing the scrub jungles including the cutting the scrubs and removing away from site etc complete
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10m initial lift of 2m in Hard gravel soil including cost and conveyance of all and labour charges etc., complete as per SS 20A
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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.
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
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, SHOULDERS
Road marking with hot applied thermoplastic compound with Reflectorising glass beads on bituminous surface etc.,
CC Pavement at Km.0/0-0/320
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
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
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
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
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
Provision for Hectometer 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)
SIVA KUMAR (BID ID -1339897)
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