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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+₹2.0 L (1.22%)Rejected-Finance | ₹1.7 Cr+₹2.0 L (1.22%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.8 Cr+₹14.0 L (8.39%)Rejected-Finance 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹1.8 Cr+₹14.0 L (8.39%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.9 Cr+₹21.9 L (13.1%)Rejected-Finance | ₹1.9 Cr+₹21.9 L (13.1%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical NOT ELIGIBLE |
Tender Value
₹2 Cr
EMD Value
₹2 L
Closing Date
21 May 2025, 3:00 pmClosed
ADDL COLLECTOR DEV
DRDA THE NILGIRIS
Upgradation of road from Parsonsvalley to Thukkarmandu (via) Kalmandu of Nanjanadu Panchayat of Udhagai Block under MGSMT Phase II 2025-2026
2025_RDTN_556903_1
MGSMT Phase II 2025-2026 THUKARMANDU ROAD
Open Tender
Civil Works - Roads
Item Rate
180 days
NANJANADU PANCHAYAT OF UDHAGAI BLOCK
As per tender condition
2 documents required · 2 mandatory
₹0
₹2 L
Yes
15 Jul 2025
12 May 2025
21 May 2025
12 May 2025
21 May 2025
12 May 2025
Amount
Upgradation of road from Parsonsvalley to Thukkarmandu (via) Kalmandu KM 0/0 - 1/850
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc..
Cement concrete 1:3:6 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement M30 Grade, thickness as per design,
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, for SHOULDERS
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 60 cm Equilateral triangle cautionary signboard
V shape drain
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Cement concrete 1:4:8 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.
Cement concrete 1:2:4 using 20mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.
Provision for KM Stones
Provision for HM Stones
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}
Provision for Name board
A P KURIAKOSE (BID ID -1338308)
S S AND CO (BID ID -1344172)
KARUPPUSWAMY (BID ID -1340720)
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