Tender For Short Term Maintenance Contract For Maintenance & Repair Of 4-Laning Of Dimapur-Kohima Section On Nh-29 From Km 138+775 To Km 152+490 In The State Of Nagaland In Fy: 2025-26 (Percentage Rate And Work Order Basis)At Risk & Cost Of Epc Contr
Tender Value
4.86 Crore
Estimated cost
Bid Submission
22 Sep 2026
8 days left
EMD
9.72 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kohima → Nagaland
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Short Term Maintenance Contract For Maintenance & Repair Of 4-Laning Of Dimapur-Kohima Section On Nh-29 From Km 138+775 To Km 152+490 In The State Of Nagaland In Fy: 2025-26 (Percentage Rate And Work Order Basis)At Risk & Cost Of Epc Contract
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 1000 metres, stacking serviceable andunserviceable materials separately By Mechanical MeansBituminous courses |
| 2 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 1000 metres, stacking serviceable andunserviceable materials separately By Mechanical Means Granular courses |
| 3 | Construction of granular sub-base by providing granular material,mixing in a mechanical mix plant at OMC, carriage of mixedMaterial to work site, spreading in uniform layers with motorgrader on prepared surface and compacting with vibratory powerroller to achieve the desired density, complete as per clause 401, plant mix, 200 mm in full-depth patches |
| 4 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe material with water at OMC in Mechanical Mix plant carriageof mixed material by tipper to site, laying in uniform layers withpaver in sub base/ base course on well prepared surface andcompacting with vibratory roller to achieve the desired density, 250 mm in full-depth patches |
| 5 | Providing and applying primer coat with SS1 grade bitumenemulsion on prepared surface of granular Base including clearingof road surface and spraying primer at the rate of 0.70 kg/sumusing mechanical means. |
| 6 | 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 sum on the prepared bituminous surface cleaned with mechanical broom |
| 7 | Providing and laying dense graded bituminous macadam withhigher capacity batch type HMP using crushed aggregates ofspecified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mixto work site, laying with a hydrostatic paver finisher with sensorcontrol to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve thedesired compaction as per MoRTH specification clause No. 505complete in all respects. |
| 8 | Providing and laying bituminous concrete with higher capacitybatch type hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 5.4 per cent of mixand filler, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compactionas per MORTH specification clause No. 507 complete in allrespects |
| 9 | 60 cm x 60 cm square (Chevron) |
| 10 | 90 cm x 90 cm Triangular |
| 11 | 60 cm circular (NO overtaking, Go slow) |
| 12 | Supplying and installation of delineators (road way indicators,hazard markers, object markers), 80-100 cm high above groundlevel, painted black and white in 15 cm wide strips, fitted with80 x 100 mm rectangular or 75 mm dia circular reflectorisedpanels at the top, buried or pressed into the ground andconforming toIRC-79 and the drawings. |
| 13 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqmarea, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35 .The finished surface to be level, uniformand free from streaks and holes. |
| 14 | Stone Masonry Work in Cement Mortar 1:3 in Foundationcomplete as per Drawing and Technical Specifications. Random Rubble Masonry |
| 15 | Plain cement concrete 1:3:6 nominal mix in foundation withcrushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibrationincluding curing for 14 days. |
| 16 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm dia ACpipe, extending through the full width of the structure with slopeof 1V :20H towards drawing foce. Complete as per drawing andTechnical Specifications |
| 17 | Plain/Reinforced Cement Concrete in Open Foundationcomplete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant & manual placing |
| 18 | Construction of cement concrete kerb with channel with top andbottom width 115 and 165 mm respectively, 250 mm high in M 20grade PCC on M15 grade foundation 150 mm thick, kerb channel300 mm wide, 50 mm thick in PCC M20 grade, sloped towards thekerb, kerb stone with channel laid with kerb laying machine,foundation concrete laid manually, all complete as per clause409, Using Concrete Batching and Mixing Plant PCC M20 for Kerb cast in situ |
| 19 | Removal of earth from the choked hill side drain and disposing iton the valley side manually |
| 20 | Excavation in Soil by Manual Means .Excavation for roadway in soil using manual means includingloading in truck for carrying of cut earth to embankment sitewith all lifts and lead upto1000 metres. |
| 21 | Clearance of land slides in soil and ordinary rock by a bull-dozerD 80 A-12, 180 HP and disposal of the same on the valley side |
| 22 | Providing and erecting a \\"W\\" metal beam crash barrier comprisingof 3 mm thick corrugated sheet metal beam rail, 70 cm aboveroad/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 mbelow ground/road level, all steel parts and fitments to begalvanised by hot dip process, all fittings to conform to IS:1367and IS:1364, metal beam rail to be fixed on the vertical post witha spacer of channel section 150 x 75 x 5 mm, 330 mm longcomplete as per clause 811 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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