Tender For Construction Of Road From Mrl05-7Th Km Of Madhabpur Duliapathar To Dakua Road Via Bathakhana Including Cross-Drainage Works And Routine Maintenance Of The Works For 5 Years Under Pmgsy Iv, Batch I For The Year 2025-26
Tender Value
1.69 Crore
Estimated cost
Bid Submission
22 Oct 2026
6 days left
EMD
3.69 Lakhs
Bank guarantee accepted
Document Fee
3700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kamrup Metro → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Mrl05-7Th Km Of Madhabpur Duliapathar To Dakua Road Via Bathakhana Including Cross-Drainage Works And Routine Maintenance Of The Works For 5 Years Under Pmgsy Iv, Batch I For The Year 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | MRL05-7th Km Of Madhabpur Duliapathar To Dakua Road Via Bathakhana |
| 2 | 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. i) By Mechanical Means. a) In area of non-thorny jungle Rate as per SOR 2025-2026, 2.2, (ii), (a) |
| 3 | 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 compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land Rate as per SOR 2025-2026, 3.4 / 301.5 |
| 4 | 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 LandFor ShoulderRate as per SOR 2025-2026, 3.14 / 303.1 |
| 5 | 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.(A) By Mix in Place Methodii) For Grading II MaterialQty. as per Statement No. - 2Rate as per SOR 2025-2026, 4.1 / 401 |
| 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 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 Clause 405. 1) Grading-II. (A) By By Manuall Means Rate as per SOR 2025-2026, 4.7 / 405 |
| 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 80-100 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 3 as per Technical Specification Clause 405. 1) Grading-III. (A) By By Manuall Means Rate as per SOR 2025-2026, 4.7 / 406 |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.(i) Low PorosityQty. as per Statement No. - 2Rate as per SOR 2025-2026, 5.1 / 502 |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Qty. as per Statement No. - 2Rate as per SOR 2025-2026, 5.2 / 503 |
| 10 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 508. By Mechanical Means. Type B. (ii) Bitumen (S-65) Rate as per SOR 2025-2026, 5.11, Type B (ii)/508 |
| 11 | Kilometer StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause1703ii) Ordinary Kilometer Stone (Precast) Rate as per SOR 2025-2026, 10.10, (ii) / 1703 |
| 12 | Kilometer StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause1703iii) 200 m stone (precast) Rate as per SOR 2025-2026, 10.10, (iii) / 1703 |
| 13 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801ii) 600mm equilateral triangle Rate as per SOR 2025-2026, 10.2, A, I, (ii) / 801 |
| 14 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801iii) 600mm circular Rate as per SOR 2025-2026, 10.2, A, I, (iii) / 801 |
| 15 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801v) 600mm x 450mm rectangular Rate as per SOR 2025-2026, 10.2, A, I, (v) / 801 |
| 16 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801vi) 600mm x 600mm square Rate as per SOR 2025-2026, 10.2, A, I, (vi) / 801 |
| 17 | Road Marking with Hot Applied Thermoplastic Compound withReflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specificationsRate as per SOR 2025-2026, 16.34 |
| 18 | PMGSY Title informatory sign board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1. Rate as per SOR 2025-2026, 10.16 |
| 19 | Providing and fixing of typical Maintenance Information BoardProviding and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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 Rate as per SOR 2025-2026, 10.16 |
| 20 | Providing and Fixing PMGSY Logo BoardProviding and fixing of typical Logo Board with PMGSY Logo as per MORD specifications and drawing. 1 nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 1 nos. steel plate will be welded horizontally with 1 nos. 75mm x 75mm 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 1 no steel plate will be welded vertically to 1 no. 75mm x 75mm of 12 |SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, borderetc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. 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 Rate as per SOR 2025-2026, 10.16 |
| 21 | Providing and Fixing Citizens Information BoardProviding and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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 Rate as per SOR 2025-2026, 10.16 |
| 22 | Cross Drainage WorksEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Rate as per SOR 2025-2026, 11.1 |
| 23 | Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 Rate as per SOR 2025-2026, 11.2 |
| 24 | Providing PCC Grade M15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Rate as per SOR 2025-2026, 11.4, II |
| 25 | Providing Reinforced cement RCC GRADE M-25 concrete in box cell complete as per drawings and technical specification Clauses 802, 804,805, 806, 807, 1202 and 1204. Rate as per SOR 2025-2026, 12.5, D, (i) |
| 26 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Graular Materials) Rate as per SOR 2025-2026, 12.10 |
| 27 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Rate as per SOR 2025-2026, 12.11 |
| 28 | 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 Rate as per SOR 2025-2026, 12.9 |
| 29 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. Rate as per SOR 2025-2026, 14.1 |
| 30 | Supplying, fitting and placing TMT Corrosion Resistant Steel(CRS) reinforcement bar of Fe-550N / sqmm (Fe-550D) from Primary Producer (TATA/SAIL/EsserSteel/Jindalsteel/Shyamsteel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. Rate as per SOR 2025-2026, 12.6 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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