Tender For Construction Of Icbp Road From Barama Mushalpur Road To Nh-127E (Barama-Pakhamara) Road Via Juli Maidan Mini Stadium Ward No.4 Under Sopd(Btc) For The Year 2026-27.
Tender Value
1.04 Crore
Estimated cost
Bid Submission
14 Aug 2026
16 days left
EMD
2.08 Lakhs
Bank guarantee accepted
Document Fee
2100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kokrajhar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Icbp Road From Barama Mushalpur Road To Nh-127E (Barama-Pakhamara) Road Via Juli Maidan Mini Stadium Ward No.4 Under Sopd(Btc) For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | 3.4(i): Construction of embankment with approved material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause.(a) Private Land. |
| 2 | 3.14(i): Construction of sub-grade earthen shoulders construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead up to 1000m as per technical specification clause.(a) Private Land. |
| 3 | 4.1: (A) By mix in place Method- Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401.(ii) For Grading Material (Gr-II) |
| 4 | 4.7: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-II as per Technical specification Clause 405. (A) By Manual MeansUsing stone screening Type-B 11.2 mm for Gr.III |
| 5 | 6.7: Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(a) Including Edge block/Edge restraints. |
| 6 | 10.2: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm x 600 mm below ground level as per drawings and technical Specification Clause 801.600mm equilateral traingle |
| 7 | 600mm circular |
| 8 | 800mm x 600mm rectangular |
| 9 | 10.16: Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below graound level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mix enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 10 | Construction Slab Culvert of 1.00 M Span (5 Nos.):11.1: Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil Upto 3 m depth |
| 11 | 11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.A. With Crushed StoneI. P.C.C. Grade M10Nominal Mix (1:3:6) |
| 12 | 11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.A. With Crushed StoneI. P.C.C. Grade M20Nominal Mix (1:2:4) |
| 13 | 13.1: Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clauses 800, 1205.4 and 1205.5.A. With Crushed StoneI. R.C.C. Grade M20(I) For Nominal Mix 1:2:4a) Height upto 5 M |
| 14 | 13.10: Drainage spouts complete as per drawing and technical specification Clause 1209. |
| 15 | 13.16: Filler Joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight. |
| 16 | 13.2: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal Steel/ Shyam Steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. |
| 17 | 12.9: Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutement, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical speicification Clauses 614, 709, 1204.3.7. |
| 18 | 13.5: Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.B. With Natural gravel |
| 19 | Utility shifting Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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