Tender For Special Repair By Restoration Of Damaged Sections From Km 181+000 To Km 206+000 On Nh-04 In The Union Territory Of Andaman & Nicobar Islands On Item Rate Basis Under maintenance and repair Head During Fy 2026-27.
Tender Value
2.29 Crore
Estimated cost
Bid Submission
24 Jul 2026
2 days left
EMD
4.58 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
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair By Restoration Of Damaged Sections From Km 181+000 To Km 206+000 On Nh-04 In The Union Territory Of Andaman & Nicobar Islands On Item Rate Basis Under maintenance and repair Head During Fy 2026-27.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Jul-2026 | Corrigendum_1 | Date | 24-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Road work |
| 2 | Jungle Clearing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness and complete in all resct and as per direction of engineer in charge. |
| 3 | Granular Sub-Base with Close Graded Material (Table:- 400-1) (Plant Mix Method): Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 and complete in all respect and as per direction of engineer in charge. Rate per cum for grading-IV Material |
| 4 | Cement Treated Crushed Rock or combination as per clause 403 and table 400.4 in Base: Plant Mix Method for For Grading-IV Material for Construction of granular sub-base by providing graded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Laying Using Mechanical Paver |
| 5 | 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 surface cleaned with mechanical broom and as per direction of engineer in charge. |
| 6 | Bituminous Cold Mix ( Including Gravel Emulsion): Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels as per clause 518 of MoRT&H. |
| 7 | Surface Drains in Soil (Unlined Drain): Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and as per direction of engineer in charge.301 of MoRT&H. |
| 8 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes and as per direction of engineer in charge. as per clause 3002 of MoRT&H. |
| 9 | Maintenance of Earth Shoulder (stripping excess soil) : Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor and as per direction of engineer in charge.3003 of MoRT&H. |
| 10 | Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment and as per direction of engineer in charge. 3003 of MoRT&H. |
| 11 | Paver Block Road: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately and as per direction of engineer in charge. |
| 12 | Bituminous courses |
| 13 | Granular courses (CTB) |
| 14 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification and as per direction of engineer in charge. |
| 15 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 16 | Box Culvert (2.2m x 2m) |
| 17 | Excavation of Earthwork: Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m, directed by Engineer-in-charge. |
| 18 | PCC Grade M15: Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & Concrete pump, as per direction of the Engineer-in-charge. |
| 19 | PCC Grade M15 |
| 20 | Reinforcement: Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications, as per direction of the Engineer-in-charge. |
| 21 | RCC Grade M30: Reinforced Cement Concrete for complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump, as per direction of the Engineer-in-charge. |
| 22 | All works for Foundation RCC Grade M30: |
| 23 | All works for Wall & Slab etc. RCC Grade M30: |
| 24 | Filter Media: Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification, as per direction of the Engineer-in-charge. as per Mort&H 710.1.4.of IRC:78 and 2504.2 |
| 25 | Weep Holes: Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications, as per direction of the Engineer-in-charge. |
| 26 | Painting Two Coats on New Concrete Surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 27 | RCC Drain with Cattle Catcher |
| 28 | Excavation for PCC: 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. |
| 29 | PCC Grade M15: Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & Concrete pump, as per direction of the Engineer-in-charge. |
| 30 | PCC Grade M15 |
| 31 | Reinforcement: Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications, as per direction of the Engineer-in-charge. |
| 32 | RCC Grade M30: Reinforced Cement Concrete for complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump, as per direction of the Engineer-in-charge. |
| 33 | All works for Foundation |
| 34 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (AC pipe 100 mm dia) |
| 35 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 36 | Cleaning of Culvert and Drain |
| 37 | 5 labours for daily 8 hours basis for 30 days (Coolie) |
| 38 | 1 backhoe loader for daily 8 hours basis for 24 days (Hydraulic Excavator 3D with driver and fuel) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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