Tender For Construction Of Reinforced Cement Concrete Box Cell Culvert At Simluguri Over Kaora River Under Kokrajhar Rural Road Division In Kokrajhar District.
Tender Value
76.99 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
0 days left
EMD
1.54 Lakhs
Bank guarantee accepted
Document Fee
1550
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chirang → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Box Cell Culvert At Simluguri Over Kaora River Under Kokrajhar Rural Road Division In Kokrajhar District.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.(i) By manual means(A) In area of non thorny jungle |
| 2 | Labour for dismantling all members of the timber bridge (excluding piles) with necessaryscaffolding, jati bamboos, jumper ropesetc, complete and stacking them at suitable places as directed(all members will be under custody of the contractor till taken over by the department) |
| 3 | Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. |
| 4 | Construction of coldweather Bamboo bridge overall width of 3.70m and clear roadway 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least180cm.or more below ground level including providing 20cm to 25cm center tocenter and placedover 20 cmdia, junglewooddham, 15cm dia. junglewood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboocrossgrothall closely packed and tied 75 cm wide trackway made from 38mm thick 1st class local plank fixedon75mmx100mm first class loca lwood battens120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart andwhitewashed including all necessary nuts and bolts, coir ropes, struts,nails etc.complete with a layer of brushwood to exposed portion out-side track way with earth topping complete as per direction of the department. |
| 5 | Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5.(i) Private land |
| 6 | 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 1000m as per technical specification clause 303.1(i) Private land |
| 7 | 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 II Material |
| 8 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.A. By Manual Means |
| 9 | Providing and laying interlocking concrete block pavement with (M40) grade of concrete blocks having thickness 80mm as per Technical specification clause 1504 complete including carriage.a) Including Edge block/Edge restraints. |
| 10 | 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 6mm. 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 SWD sheet tubes posts duly embeded 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 SWD sheet 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 1700.2 |
| 11 | CD WORKS : RCC Box culvert 4cells (5.00mx5.00m) :Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of 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 |
| 12 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203B. With Natural Gravel (I) PCC Grade M10 (i) Nominal mix 1:3:6 |
| 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203B. With Natural Gravel (IV) RCC Grade M20 |
| 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203B. With Natural Gravel (III) PCC Grade M20 (i) Nominal mix 1:2:4 |
| 16 | Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications Clause 802, 804, 805, 807 & 1204B. With Natural Gravel (IV) RCC Grade M25 i) For height upto 5m |
| 17 | Supplying, fitting and placing TMT Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specification. |
| 18 | Supplying, fitting and placing TMT Bar (Fe-500 D) reinforcement bar(other ISI approved TMT reinforcement bar I/BISCON/THERMAX or equivalent) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 19 | 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 |
| 20 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 21 | Providing and laying concrete for plain/reinforced concrete in superstructure complete as per drawings and technical specifications Clause 802, 804, 805, 807 & 1204B. With Natural Gravel (II) RCC Grade M25 a) For height upto 5m |
| 22 | Supplying, fitting and placing TMT Bar (Fe-500 D) reinforcement bar(other ISI approved TMT reinforcement bar I/BISCON/THERMAX or equivalent) in superstructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 23 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 24 | Construction of R.C.C. railing of M25 grade in cast-in-situ with 20mm 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 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 25 | Providing and laying curtain walls complete as per drawing and technical specification clause 1304.(iii) Cement concrete grade M10 |
| 26 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 27 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall |
| 28 | Boulder protection workEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of 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 |
| 29 | Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5.(i) Private land |
| 30 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100 x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301. |
| 31 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 32 | Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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