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Tender Value
₹13.4 Cr
EMD Value
₹26.8 L
Closing Date
31 Jul 2026, 2:00 pm6d left
Chief Engineer, RED/MSRRDA.
MSRRDA/ RED, 4th Floor Secured Office Building, A.T. Line, North A.O.C. Imphal, Manipur.
MRL05-T02 Koide Mathak to Phuba Tapham via Maiba
2026_CESQC_148637_33
MSRRDA/E-TENDER/PMGSY-III, B-I, 2024-25/RT-1/NIT-7
National Competitive Bid
Civil Works - Roads
Percentage
540 days
As Per Tender Document
Please refer Tender documents.
9 documents required · 9 mandatory
₹20,000
Chief Engineer cum EO, RED/MSRRDA
₹26.8 L
Imphal
31 Jul 2026
11 Jul 2026
31 Jul 2026
11 Jul 2026
31 Jul 2026
11 Jul 2026
20 Jul 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 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle | - | Hectare | - | - |
| 2 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | - | Each | - | - |
| 3 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.A) Manual Means | - | m | - | - |
| 4 | Excavation in Hilly Areas in Soil by manual means.
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1 | Cum | - | - |
| 5 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 1 | Cum | - | - |
| 6 | Excavation in Hilly Areas in Hard Rock (blasting prohibited)
Excavation for roadway in hard rock (blasting prohibited) with rock breakers inluding breaking rock, loading in trippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-section as per Technical specification Clause 302.3.5 (B) Mechinical Means | 0.8 | Cum | 1 | ₹0.8 |
| 7 | Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | Cum | 1 | - |
| 8 | Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause | - | - | - | - |
| 9 | i) 5th Kilometre Stone (precast) | - | Each | 1 | - |
| 10 | ii) Ordinary Kilometer Stone (Precast) | - | Each | - | - |
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Tendernotice_2.pdf
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BOQ_233482.xls
BOQ • 0.37 MB
Corrigendum_5.pdf
PDF • 0.70 MB
Corri_3_4.pdf
PDF • 0.56 MB
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