Tender For Iiit Mayangkhang Approach Road, Kangpokpi District
Tender Value
4.34 Crore
Estimated cost
Bid Submission
29 Jul 2026
5 days left
EMD
8.70 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangpokpi → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Iiit Mayangkhang Approach Road, Kangpokpi District
BOQ
| Sl. No. | Item Description |
| 1 | SH: Land Development |
| 2 | Excavation of soil with Dozer with lead upto 1000 meters (Excavation for road way in soil by mechanical means i/c cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 meters i/c trimming bottom and sides slopes in accordance with requirements of lines, grades and cross sections) |
| 3 | Construction of Subgrade an Earthen Shoulders(i) Construction of Subgrade an Earthen shoulders with Material obtained from Borrow pits (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 No.300-2) |
| 4 | SH: GSB, WBM, PC |
| 5 | D) Granular Base/Sub-Base with naturally occuring Sand Gravel materialProviding laying and compacting Granular Base/Sub base according to lines, grades and cross sections by using naturally occurred Sand Gravel/confrming to IRC- Grd - II of MOST Specification free from organic or other deleterious constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both sides etc. complete as directed by Engineer-in-charge. |
| 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 three wheel steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening, binding materials to fill up the interstices of Coarse aggregate, watering and compacting to the required density.i) Grading - I |
| 7 | ii) Grading - II |
| 8 | A) Prime Coat on WMM/WBM(i) P&A primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and sprayung primer @ 0.7 kg/sqm using mechanical means |
| 9 | P&A tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on the prepared bituminous/ granular surface clean with mechanical brooms |
| 10 | Open graded premix surfacing (Providing laying and rolling of open graded premix surfacing of 20 mm thckness composed of 13.2 mm to 5.6 mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades) |
| 11 | Seal Coat (providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats |
| 12 | SH: Construction of 2m Retaining Wall |
| 13 | Excavation for Structures Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.(I) Ordinary soil(B) Mechanical Means (i) Depth upto 3 m |
| 14 | PCC 1:3:6 in foundation Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days. |
| 15 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsA Random Rubble Masonry |
| 16 | Providing weep holes in brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full wifth of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 17 | SH: Construction of 10m span R.C.C minor bridge |
| 18 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, i/c 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 extent required and utilising the remaining earth locally for road work)(i) Ordinary soilB Mechanical means (depth upto 3m) |
| 19 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level. |
| 20 | Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m below ground/bed level and or 1.5m. above ground /bed level i/c formwork. |
| 21 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates and walls excluding steel reinforcement, but including centering and shuttering laid in position. |
| 22 | Reinforced cement concrete mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.(i) M-25 |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications. |
| 24 | Providing and laying CC wearing coat M30 grade i/c reinforcement complete as per drawing and technical specifications. |
| 25 | P/F and fixing mild steel railing complete as per drawing and technical specifications |
| 26 | Providing weep holes in Brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia pipe, extending through the full width of the str with slope of 1V: 20H towards drawing foce.complete as per drawing and technical specifications. |
| 27 | Providing and laying of filter media with granular materials/ stone crust aggrt. Satisfying the requirement laid down in clause 2504.2.2.of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications. |
| 28 | Drainage spouts complete as per drawing and technical specifications. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender