Tender For Construction Of Road From Nh-37 To 2 No Parghat (From Ch. 0.00 M To Ch. 880.00 M) Under Sopd-G For The Year 2026-27 Under Bokakhat & Dergaon Territorial Road Division, Bokakhat.
Tender Value
1.26 Crore
Estimated cost
Bid Submission
31 Jul 2026
20 days left
EMD
2.52 Lakhs
Bank guarantee accepted
Document Fee
100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Golaghat → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Nh-37 To 2 No Parghat (From Ch. 0.00 M To Ch. 880.00 M) Under Sopd-G For The Year 2026-27 Under Bokakhat & Dergaon Territorial Road Division, Bokakhat.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compg actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land |
| 3 | 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 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private Land |
| 4 | 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. For Grading II Material |
| 5 | 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 80-100 kN in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause405. WBM Gr-III |
| 6 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.a) including Edge block/Edge restraints |
| 7 | Retro reflectorised Traffic sign:Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of highintensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/or any other approvedbrand) ii) 60 cm equileteral triangle |
| 8 | 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 and 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 ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic 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 |
| 9 | Supplying,fitting and fixing RCC guard post size 15 cmdia,150cmlong,75cm above the ground and 75cm below theground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied inposition with annealed black wire, cement concrete proportin 1:2:4with broken stone aggregate up to 20mm size including centering, mouldingthe top. curing, painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos.of desired shade etc. as per design and direction complete. (b) 15 cm dia with 4-12mm Tor bar |
| 10 | Providing and laying boulder apronlaid in wire crates with mm dia GI wire conforming to IS: 280 and IS: 4826 in 100mmx100mm mesh (woven daonally) including 10kg percent extra for laps and joints laid with syone boulder weighing not less than 25 kg each as per drawing and technical specification Clause 1301 for bed protection with stone bouldersof minimum size and weight as per Table 1300.1 |
| 11 | Providing and laying filter material underneath pitching in slopes completeas per drawing and technical specifications Clause 1302 |
| 12 | Providing and laying pitching on slopes laid over prepared filter media asper drawing and technical specifications Clause 1302 |
| 13 | Metal Beam Crash Barrier, Type - A: \\"W\\" Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cmabove road/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/ road level, all steel parts and fitments to be galvanized by hot dipprocess, all fitting to conform to IS:1367 and S:1364, metal beam rail tobe fixedon the vertical post with a spacer of channel section 150mm x75mm x 5mm, 330mm long complete as per clause 810.) |
| 14 | Providing and laying of hot applied thermoplastic compound2.5 mmthick including reflectorising glass beads @ 250 gms per sqm areathickness of 2.5 mm is exclusive of surface applied glass beads as perIRC:35 .The finished surface to be level, uniform and free from streaksand holes and conforming to the MoSrt&H specifications |
| 15 | Providing reflective pavement marker with Micro prismatic lens in bothdirection having thermoplastic body adhering to the specification andguidelines of MoSRT&H's fixed to the road surface using the adhesivesand the procedures recommended by the manufacturers with threemonths replacement warranty and free maintenance. |
| 16 | Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and otherdeleterious matcrial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trencles with excavated suitablematerial. (1) Ordinary Soil upto 3.00 m depth |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specificationsClause 802, 803, 1202 & 1203A (i) P.C.C grade M 10 : Nominal mix 1:3:6 |
| 18 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specificationsClause 802, 803, 1202 & 1203(ii) P.C.C grade M 15 :Nominal mix 1:2.5:5 |
| 19 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specificationsClause 802, 803, 1202 & 1203A(iv) R.C.C grade M 20 (As per Stat.) |
| 20 | Supplying, fitting and placing HYSD bar reinforcement infoundation complete as per drawings and technical specificationsClauses 1000 and 1202 |
| 21 | Plain/reinforced cement concrete in substructure complete as perdrawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204A. With Crushed Stone(i)P.C.C grade M 15: Nominal mix (1:2.5:5) |
| 22 | Plain/reinforced cement concrete in substructure complete as perdrawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204A. With Crushed StoneIII (i)RCC Grade M20 for height upto 5 m |
| 23 | Providing and laying reinforced cement concrete in superstructureas per drawing and technical specifications Clauses 800, 1205.4 and 1205.5A-l(i)R.C.C grade M 20: For nominal mix 1:2:4 height upto 5 m |
| 24 | Backfilling bchind abutment, wing wall and return wall completeas per drawings & technical specification Clause 1204.3.8 11) Sandy material |
| 25 | Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100mm 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 specification Clauses 614, 709, 1204.3.7 |
| 26 | Dismantling of cxisting existing structures structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled matcrial, disposal of unserviccable material and stacking the serviccable matcrial withall lifts and lead of 1000 m as per Technical Specification Clause 202. (I1) Mechanical Means (c) Reinforced cement concrete |
| 27 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser steel/ Jindal steel/ Shyam steel/ RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 28 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 29 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 30 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 31 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, 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 specification Clauses 614, 709, 1204.3.7 |
| 32 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 33 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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