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Tender Value
₹15.4 Cr
EMD Value
₹33.8 L
Closing Date
7 Sept 2026, 12:00 pm7d left
Engineer-in-Chief NPWD n Empowered Officer NGRRDA
O/o The Engineer-in-Chief NPWD, Nagaland, Kohima
MRL05-T01-Athibung to Bongkolong and Long Span Bridges MRL05 Duichak Ki
2026_ngl_148968_1
NGRRDA/PMGSY-IV(BATCH-I)/Per02
Open Tender
Civil - Roads and Bridges
Percentage
730 days
Peren
Please refer tender documents
4 documents required · 4 mandatory
₹5,000
Empowered Officer NGRRDA
₹33.8 L
O/o The Engineer-in-Chief NPWD, Nagaland, Kohima
7 Sept 2026
12 Aug 2026
8 Sept 2026
12 Aug 2026
7 Sept 2026
12 Aug 2026
20 Aug 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. (It.no.2.2-II-A) | 8.16 | Ha | 54,124.88 | ₹4,41,659.02 |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m,
including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (It.no.3.5-II | 87,534.45 | cum | 207.05 | ₹1,81,24,007.87 |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (It.No.3.4) | 4,210 | cum | 184.7 | ₹7,77,587 |
| 4 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GSB grade I On proposed carriageway and extra widening of Curve portion | 6,984.23 | cum | 3,088.67 | ₹2,15,71,981.67 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. WBM Grading II On proposed carriageway and extra widening of Curve portion | 3,901.5 | cum | 4,502.26 | ₹1,75,65,567.39 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. WBM Grading 3 On proposed carriageway and extra widening of Curve portion | 3,883.17 | cum | 4,603.21 | ₹1,78,75,046.98 |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 51,735.04 | sqm | 91.84 | ₹47,51,346.07 |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 51,735.04 | sqm | 91.84 | ₹47,51,346.07 |
| 9 | Providing and Laying of Closed Graded Premix Surfacing (Mixed Seal Surfacing) material of 25 mm thickness by hot mix plant using crushed stone aggegates of 13.2 mm to 0.09 mm (Type B) as per table 500.15 of specification 509 of MoRD, premix with bituminous binder 60/70 grade (S65, VG-30 Bulk) @23.75 kg per 10 sqm area, including cost of materials (excluding seigniorage) and transporting the Hot Mix to work Site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MorD specification 509 complete to finished item of work in all respects as directed by Engineer in charge | 51,735.04 | sqm | 254 | ₹1,31,40,700.16 |
| 10 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(It.No.3.14) | 3,043.24 | cum | 440.26 | ₹13,39,816.84 |
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details.html
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Tendernotice_1.pdf
PDF • 0.45 MB
BOQ_234320.xls
BOQ • 0.41 MB
SBDPeren02Bridge79.pdf
Tender Documents • 1.78 MB
FormofBidTech.pdf
Tender Documents • 0.20 MB
FormofBidFinancial.pdf
Tender Documents • 0.20 MB
EstimatePeren02.pdf
Additional Documents • 1.30 MB
Corrigendum06.pdf
PDF • 0.72 MB
Corrigendum05.pdf
PDF • 0.61 MB
2DESIGNOFRCCGIRDER18M.pdf
PDF • 2.32 MB
2DETAILSOF18MRCCSUPERSTRUCTURE.pdf
PDF • 1.67 MB
5AbutA1FIXOpenT01AthibungtoBongkolongPEREN18M.pdf
PDF • 2.57 MB
Bongkong18mtPERC.pdf
PDF • 0.64 MB
CH10182KMT01ATHIBUNGTOBONGKOLONGPEREN13.6KMNAGALANDINDIAFinal.pdf
PDF • 4.95 MB
DPRBonglomg18mt150226.pdf
PDF • 1.54 MB
HYDBONGKOLONGBRIDGE10180R0.pdf
PDF • 2.09 MB
PerformaBPEREN.pdf
PDF • 0.10 MB
WingWallCRSMPeren.pdf
PDF • 0.42 MB
1GADT01AthibungtoBongkolongPEREN18 M.pdf
PDF • 1.37 MB
2AbutA1FIXT01AthibungtoBongkolongPEREN18M.pdf
PDF • 1.24 MB
Corrigendum04.pdf
PDF • 0.60 MB
Corrigendum03Timeline.pdf
PDF • 0.60 MB
Corrigendum02.pdf
PDF • 0.59 MB
Corrigendum02.pdf
PDF • 0.59 MB
Corrigendum01.pdf
PDF • 0.59 MB
Corrigendum01.pdf
PDF • 0.59 MB
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