Tender For Short Term Maintenance Contract For Restoration And Repair Of Kohima Mao Road From Km. 185+540 To Km. 194+000 (Excluding Ch From Km 191+840 To 192+100) [Length=8.200 Km] In The State Of Nagaland In The Fy - 2026-27 - (Percentage Rate And W
Tender Value
3.91 Crore
Estimated cost
Bid Submission
15 Sep 2026
0 days left
EMD
7.82 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 Restoration And Repair Of Kohima Mao Road From Km. 185+540 To Km. 194+000 (Excluding Ch From Km 191+840 To 192+100) [Length=8.200 Km] In The State Of Nagaland In The Fy - 2026-27 - (Percentage Rate And Work Order Basis)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Aug-2026 | Corrigendum-I | Terms and Conditions | 08-Sep-2026 |
| 2 | 05-Sep-2026 | Corrigendum-II | Date | 15-Sep-2026 |
| 3 | 29-Aug-2026 | Corrigendum-I | Terms and Conditions | 15-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing Grass and Removal of Rubbish upto a distance of 50 meters outside the periphery of the area- By manual means |
| 2 | Hill side drain clerance:-Removal of earth from the choked hill side drain and disposing it on the valley side manually |
| 3 | Construction of Sub-grade:-Construction of embankment with approved material obtained from borrow pitts with all lifts and leads, transporting to site, spreading ,grading to required slope and copacting to meet requirement of table 300-2 |
| 4 | Construction of granular sub-base by providing coarse 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 |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 Laying using Mechanical Paver Specifications Clauses 505 complete in all respect |
| 6 | Providing and applying Prime Coat with SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means |
| 7 | Providing and applying Tack Coat with RS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg / sqm on the prepared bituminous surface cleaned with mechanical broom |
| 8 | Providing and applying Tack Coat with RS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg / sqm on the prepared bituminous surface cleaned with mechanical broom |
| 9 | Providing and laying Dense Graded Bituminous Macadam (DBM) (for pothole/ patch repair) course with higher capacity batch type HMP using crushed aggregate of specified grading, premixed with bitumen binder @4.0% by weight of total mix and filler, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Technical Specifications Clauses 505 complete in all respect |
| 10 | Providing and laying Bituminous Concrete (BC) course with higher capacity batch type HMP using crushed agregate of specified grading, premixed with bituminous binder @5.4% 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 & alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Technical Specifications Clauses 505 complete in all respect |
| 11 | White Wash with Lime to give an even shadeNew Work (Three or more Coat) Breast Wall |
| 12 | Retaining Walls Parapet & Culverts Parapet:-Painting Two Coats on New Concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface |
| 13 | Stud:-Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud l00x 100 mm, die cast in aluminium, resistant to conosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 14 | Road Marking :-Providing and laying of hot applied thermoplastic compound 2.5mm thick including refrectorising glass beads @250gms per sqm m area, thickness of 2.5mm is exclusive of seuface applied glass beads as per IRC 35. a) Lane/ Centre line/ Edge marking/ Transverse marking and anyother marking. |
| 15 | HYSD:-Supplying, placing and fixing TMT/HYSD bar reinforcement(Tor Steel) |
| 16 | RRC Grade M20Plain/RCC in open foundation complete as per drawings ,RCC Grade M20 |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30cm in depth, 1.5m in widt has well as 10Sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5 m, as directed by Engineer-in-Charge. |
| 18 | Rubble Flooring At Cross Drainage:-Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 19 | Plain Cement Concrete At Cross Drainage :-M15 1:2:4 (1Cement : 2coarsesand:4graded stone aggregate 20 mm nominal size) |
| 20 | Cement Mortar At Cross Drainage:- Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Steel work (Cattle Trap)Structural steel work riveted, bolted or welded in built-up sections, trusses and framework, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 22 | Direction and place identification signs upto 0.9 Sqm size board :-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35x35x3 mm Angle mounted on mild steel circular pipe 65 NB, firmly fixed to the ground by means of property designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing |
| 23 | Road Indicator (Dileanator) Supplying and installation of delineators (road way indicators, hazard markers, object markers) 80-100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80X100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC 79 |
| 24 | Retro sticker green background and letter NHIDCL White colour 6'' font Size 18'' x 48'' Including Labour Cost |
| 25 | Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade |
| 26 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium Composite material sheet depending upon the size of the sign fixed over back supported frame of minimum 25 mm x 25 mm x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 |
| 27 | Excvation for Line Drain:-Earthwork in Excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing od sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Lined Drain) |
| 28 | Line Drain PCC Grade M15 Using Batching Plant & Concrete Pump (Lined Drain) |
| 29 | Line Drain PCC Grade M20 Using Batching Plant & Concrete Pump (Lined Drain Raft) & Using Batching Plant & Concrete Pump (Lined Drain Wall) |
| 30 | Retro-Refelctorised Traffic Sign speed limit 60 cm circular |
| 31 | Refelctor tape (Red,yellow,White) |
| 32 | Earthwork in excavation of foundation of structures as per drawing , 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 required and utilising the remaining earth locally for road work. |
| 33 | PCC Grade M20 for protection wall |
| 34 | PCC Grade M15 for cavities filling approx quality |
| 35 | Gabion Structure for Erosion controll,river training work and protection work with wire craipes of size 2m x 1m x 0.3m each devided into 1m components by cross netting, made from 4 mm galvanised steel wire @32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire). |
| 36 | Stone Pitching:-Flexible Apron Construction of flexible apron 1m thick Comprising of loose stone bouldersweighing not less then 40 kg beyond curtain wall Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 05, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 08, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 15, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Today
Sep 15, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
TodaySep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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