Tender For Construction Of Both Sides Reinforced Cement Concrete Drain With Slab Cover From Paglababa Mandir Road To South Dimalgaon Village Via Corona Bazar Under Titaguri Vcdc, Kokrajhar Development Block Under Sopd (Btc) For The Year 2026-27.
Tender Value
5.67 Crore
Estimated cost
Bid Submission
27 Aug 2026
0 days left
EMD
11.34 Lakhs
Bank guarantee accepted
Document Fee
11400
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 Both Sides Reinforced Cement Concrete Drain With Slab Cover From Paglababa Mandir Road To South Dimalgaon Village Via Corona Bazar Under Titaguri Vcdc, Kokrajhar Development Block Under Sopd (Btc) For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Construction RCC Drain with Slab: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 |
| 2 | 11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M10Nominal Mix 1:3:6 |
| 3 | 11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M 15Nominal Mix 1:2.5:5 |
| 4 | 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 substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. |
| 5 | 12.5: Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204.B) with Natural GravelIII) RCC Grade M 20I) For height upto 5m |
| 6 | 12.9: Providing weepholes in brick masonary/stone masonary, 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. |
| 7 | 12.10: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.ii) Sandy material. |
| 8 | Construction RCC Box Cell Bridge (2 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 |
| 9 | 11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M 15Nominal Mix 1:2.5:5 |
| 10 | 12.5: Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204.B) with Natural GravelIII) RCC Grade M 20I) For height upto 5m |
| 11 | 13.1: Providing and laying reinforced cement concrete in super-structure as per drawing and technical specifiacation Clauses 800, 1205.4 and 1205.5.B) with Natural GravelIII) RCC Grade M 20 (i) Nominal mix 1:2:4I) For height upto 5m |
| 12 | 12.6: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 13 | 13.2: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202. |
| 14 | 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 |
| 15 | 12.9: Providing weepholes in brick masonary/stone masonary, 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. |
| 16 | 12.10: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.ii) Sandy material. |
| 17 | 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. |
| 18 | Removal of telephone/electric pole with wires including excavation and dismatling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 100 m and stacking the serviceable and unserviceable material separately as per Engineer in charge. |
| 19 | 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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