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Inquiry NowReinstatement Of Roads Due To in panaji - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Reinstatement Of Roads Due To " in panaji, India.
NTID 47207069
- Opening Date : Tue 3rd November, 2026
- Closing Date : Mon 2nd November, 2026
- ₹ 3153433.00
- NTID 47207069
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
63069.00 -
Document Cost
6000.00 -
Estimated Cost
3153433.00
BOQ Items Total Items : 8 | Total Qty : 3011.04
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Repair of Pot holes by a mechanized equipment in seamless and regular shape using cold mix emulsion and stone aggregate of a specified grade. It includes cleaning of dust. Transporating the material to work site by mobile truck mounted with JET PATCHER equipment of minimum 5 cum aggregate capacity. Spraying the rapid setting emulsion Rs-2 @ 1.00 kg. Per Sqm. Area as prime coat. Machine equipped with compressor, cold emulsion container,mechanized hoper for laying of aggregate mixed with 6.5% of RS-2 emulsion and compacting it with vibrating plate Sq.m 1111.00 compactor to repair the road surface with prior approval of Engineer-in-charge to make required size patch and to achieve the desire compaction of 40mm thickness. As approved by CRRI and as per the direction of Engineer-in-charge. | 996 | Sqm |
| 2 | Supplying of granitic or basaltic stone soling of size 15-20 cm and Murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power roller including spreading waters and consolidation of binding material etc.complete.(Measurements shall be considered on finished item.and and layer of WBM of 50/75mm thick shall be taken seperately over this sub-base to obtain smooth surface, as per the directives of Engineer in charge). | 298.8 | Cum |
| 3 | Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. | 756 | Sqm |
| 4 | Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour usingcrushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509 | 30.24 | Metre |
| 5 | Pumping/bailing out water from the trench excavated in saturated soil strata to maintain dry/favourable working conditions while, rubble packing, laying, jointing & satisfactory testing of the sewer lines and allied works of manholes, construction encasing etc. (Payments are per finished pipelines length including manholes). For pipelines up to 300 mm dia For works upto to 6.0 m.depth or more (measured from saturated soil/ strata level). | 300 | Metre |
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