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NTID 44961115
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💬 Talk to Our Bidding ExpertCorrigendum Repairing And Re in Kalpakkam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Repairing And Re" in Kalpakkam, India.
General Services Organisation
Kalpakkam, Tamil Nadu, India
NTID 44961115
- Opening Date : Tue 19th May, 2026
- Closing Date : Mon 18th May, 2026
- ₹ 17335000.00
- NTID 44961115
Key Values: Document Cost: 0.00 | EMD: 346700.00 | Estimated Cost: 17335000.00
Tender Description
Corrigendum : Repairing And Resurfacing Of Bituminous Road In Kalpakkam Township During The Year 2026 - 2027.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
346700.00 -
Document Cost
Refer Documents -
Estimated Cost
17335000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
BOQ Items Total Items : 16 | Total Qty : 37189
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in open Excavation for Road work by mechanical means (Hydraulic excavator) / manual means over areas in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, etc., including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth, making good the undulations with earth and rerolling the sub-grade, disposal of surplus earth with in a lead upto 50 metres, etc., all completed as per specifications and as directed by Engineer-In-Charge. | 780.00 | Cu.m |
| 2 | Filling available selected excavated earth (excluding rock) available at site in berms, low lying areas in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 2 km and lift upto 1.5m etc., all complete as per specification. | 130.00 | Cu.m |
| 3 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, 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/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. | 746.00 | Cu.m |
| 4 | Providing and applying primer coat with bitumen emulsion (SS1 grade conforming to IS 8887) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 Kg/Sq.m using mechanical bitumen distributor, etc., all complete as per specification and as directed by Engineer. | 4500.00 | Sq.m. |
| 5 | Supplying and spraying of Tack coat using bituminous emulsion (RS conforming to IS 8887) at the rate of 0.25 Kgs. per sqm. on the prepared granular surface including cleaning with wire brushes, small pick axes sweeping with brooms or soft brush and finally dusting with old gunny bags and compressed air to receive bituminous treatment all complete as per specification and as directed by Engineer-In-Charge. | 28500.00 | Sq.m. |
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