Tender For Re-Construction Of 1 (One) No. Reinforced Cement Concrete Box Cell Bridge( Tripple Cell, 3X6.00 X 6.00 M) In The Road From Dhuptali Bazar To Balarai Para (Ch.0.15 Km) Under Kakraban Rd Block During The Year 2026-27.
Tender Value
1.40 Crore
Estimated cost
Bid Submission
28 Oct 2026
7 days left
EMD
2.81 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gomati → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Construction Of 1 (One) No. Reinforced Cement Concrete Box Cell Bridge( Tripple Cell, 3X6.00 X 6.00 M) In The Road From Dhuptali Bazar To Balarai Para (Ch.0.15 Km) Under Kakraban Rd Block During The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Structures:Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceablematerial with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. By Mechanical Means. i)Cement Concrete |
| 2 | ii)Reinforced Cement Concrete |
| 3 | Dismantling Brick/Tile Work as per MoRDTechnical Specification No. 202.:Dismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. i)Cement mortar |
| 4 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRDTechnical Specification Clause 202.( i ) By Mechanical Means(A) Bituminous course |
| 5 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3. |
| 6 | Construction of Embankment with Material Obtained from Borrow Pits: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 MoRD Technical Specification Clause 301.5. |
| 7 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.I) Sandy material |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodWater Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 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 MoRD Technical Specification Clause 401.(i)For Grading I Material |
| 9 | Water Bound Macadam Sub-Base / Baseusing Jhama Brick Aggragate :i)WBM Grading 2Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405. By manual means |
| 10 | WBM Grading 3Providing, 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 MoRD Technical Specification Clause 405.(A) By Manual Means |
| 11 | 25 mm thick Open-Graded Premix Carpet using Bituminous (viscosity grade/ modified bitumen) Binder:Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion 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 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.(i) Manual means |
| 12 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M.@ 0.75 kg/ sqm. |
| 13 | Seal Coat:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. Case - IV : Type D (premix with fine sand): Bitumen (60/70 Grade) VG-30 |
| 14 | Excavation for Structures(i)With dewatering.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.Ordinary Soil(i) Upto 3 m depth |
| 15 | Filling in foundation trenches as per drawing & MoRD 1200 technical specification Clause 305.3.9, 1200.(I) Sand filling |
| 16 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).a)P.C.C. grade M10 (i) Nominal mix 1:3:6 |
| 17 | b)P.C.C grade M 15(i) Nominal mix (1:2.5:5) |
| 18 | c)R.C.C grade M-25 |
| 19 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. |
| 20 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805,806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) b) R.C.C grade M-25 i. upto 5 m height |
| 21 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. |
| 22 | Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209. (Rate is inclusive of cost of steel grating and 1.00 m GI pipe of 100 mm dia.) |
| 23 | Providing weepwholes in brick masonary/Stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe or PVC pipe ( 110mm OD of 6.0 kg/sqcm pressure ) extendind through the full width of the structures with slope of 1(V), 20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.37 |
| 24 | Providing & laying filter media with Jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the Soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing & MoRD technical specification clause 1204.3.8 |
| 25 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete(using jhama brick aggregate) as per drawing and MoRD technical specification Clause1301(rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks). |
| 26 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 27 | Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL) M15 grade (with jhama brick aggregate) cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Technical Specification Clause 1401.6. A) An ordinary Soil. |
| 28 | Painting on Concrete/Steel Surfaces with Epoxy.Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRD Technical Specification Clause 1701. |
| 29 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702. |
| 30 | Providing and Fixing 'Citizens' Information Board' of the Project(with CC structure)Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and MoRD technical specification Clause 1701 and Annexure 1700.1(i) Board 'A' Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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