Tender For Improvement Of Road From Mapao Khullen To Leikinthabi
Tender Value
8.25 Crore
Estimated cost
Bid Submission
09 Nov 2026
13 days left
EMD
16.51 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
Imphal East → Manipur
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Road From Mapao Khullen To Leikinthabi
BOQ
| Sl. No. | Item Description |
| 1 | SH: Improvement of Road |
| 2 | Surface Drains in soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated materials to be used in embankment at site within a lead of 1000 metres) A) Mechanical means |
| 3 | D) Granular Base/Sub-Base with naturally occuring Sand Gravel material Providing 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. |
| 4 | Water Bound Macadam: 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 |
| 5 | ii)Grading-II |
| 6 | 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 |
| 7 | 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 |
| 8 | 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)ii) Case -II: Using penetration grade bitumen and hot bitumen mixer 0.5cum. |
| 9 | 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 |
| 10 | SH: Construction of 4.00m span RCC Slab Culvert |
| 11 | Excavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)(i) Ordinary soil(B) Mechanical Means (Depth upto 3 m) |
| 12 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground / bed level and upto height of 1.5 metre above ground / bed level |
| 13 | Plain cement concrete M-15 mix with stone aggregates 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 |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications |
| 15 | Reinforced cement concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position |
| 16 | Reinforced cement concrete mix with stone aggregate 20mm 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-20 |
| 17 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification |
| 18 | Providing weep holes in Brick masonary/Plain/Reinforced concrete abutment, wing walkl/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towrads drawing face. Complete as per drawing and Technical specification. |
| 19 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification |
| 20 | Back Filling behind abutment, wing wall and return wall complete as per drawing and technical specification A) Granular material |
| 21 | SH: Construction of NP-3 pipe culvert |
| 22 | Excavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)(i) Ordinary soil(B) Mechanical Means (Depth upto 3 m) |
| 23 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground / bed level and upto height of 1.5 metre above ground / bed level |
| 24 | Stone Masonry Work in Cement Mortar 1 : 3 in sub-structure Complete as per Drawing and Technical Specifications(A) Random Rubble Masonry |
| 25 | Laying reinforced cement concrete pipe/ prestressed concrete pipe on first class bedding in single row. (Laying reinforced cement concrete pipe/ prestressed concrete pipe for culverts on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 but e/c excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.)NP-3 ii). 900 mm dia |
| 26 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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