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Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
8 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
ED NHIDCL
RO-Imphal
Short term Maintenance Contract of Imphal Moreh road of NH102 Lokchao Bridge and Approach from Ch. 404.467 to 404.935 Total Length 468m In the State of Manipur in the year 2026_27
2026_NHIDC_913566_1
NHIDCL/ROImphal/Lokchao/26
Open Tender
Civil Works - Highways
180 days
RO-Imphal
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
ED NHIDCL
₹1.9 L
RO-Imphal
17 Jun 2026
17 Jun 2026
9 Jul 2026
17 Jun 2026
8 Jul 2026
17 Jun 2026
17 Jun 2026 - 23 Jun 2026
23 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismatling of Flexible Pavement (Dismanteling of flexible pavements and disposal of dismantled materials up toa a lead of 1000 meters, stacking serviceable and unservicable materials seperately) ii) By mechanical Means A) Bituminious courses | 479.8 | cum | - | - |
| 2 | Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre-mixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | 595.15 | cum | - | - |
| 3 | Dense Graded Bituminous Macadam Grading - I
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. a.) VG-40 | 373.76 | cum | - | - |
| 4 | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using
emulsion pressure distributor at the rate of 0.20 kg per sqm on
the prepared bituminous/granular surface cleaned with mechanical broom. | 2,336 | sqm | - | - |
| 5 | Prime Coat on WMM/WBM
Providing and appllng primer coat with bitumen emulsion on
prepared surface of granular Base including clearing of road
surface and spraying primer at the rale of 0.70 kg/sqm using
mechanical means.. | 2,336 | sqm | - | - |
| 6 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earlh locally for road work.)
(i) Ordinary soil
B) Mechanical Means (Depth upto 3 m) | 169.8 | cum | - | - |
| 7 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical( Specifications B) PCC Grade M20
(ii) PCC Grade M20 using batching plant & Manual placing | 89.15 | cum | - | - |
| 8 | Bituminous Concrete (Providing and laying bituminous concrete with highercapacity batch type hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 5.2 per cent of mix and filler,transporling the hot mix to work site, laying with a hydrostatic paver finisherwith sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
a) Using Grade-I (13mm Nominal size VG-40) | 1 | cum | - | - |
| 9 | B) By Mix in Place Method (Construction of Shoulder)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
(iii) Grading-Ill Material | - | cum | - | - |
| 10 | Excavation for Structures (Breast Wall)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in | - | cum | - | - |
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