Tender For Improvement Of Road From Kathalia To Nidaya Via K.K. Nagar(L=8.90 Km) Ch. From 0.00 To 4.50 Km Under The Jurisdiction Of Kathalia Pwd(R&B) Sub-Division / Sh : Grouting, Patch Wbm-Iii, Carpeting With Sand Seal Coat, Reinforced Cement Concre
Tender Value
1.43 Crore
Estimated cost
Bid Submission
29 Oct 2026
15 days left
EMD
2.86 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
Sepahijala → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Road From Kathalia To Nidaya Via K.K. Nagar(L=8.90 Km) Ch. From 0.00 To 4.50 Km Under The Jurisdiction Of Kathalia Pwd(R&B) Sub-Division / Sh : Grouting, Patch Wbm-Iii, Carpeting With Sand Seal Coat, Reinforced Cement Concrete Box Culvert, Reinforced Cement Concrete Drain And Allied Works.
BOQ
| Sl. No. | Item Description |
| 1 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 1) WBM Grading 3. Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates 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 3 as per MoRD Technical Specification Clause 405. By Manual Means |
| 2 | Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at thebottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504 |
| 3 | Prime coat.(i) Low porosity. Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 4 | 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 surface cleaned with Hydraulic broom as per MoRD TechnicalSpecification Clause 503. |
| 5 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD TechnicalSpecification Clause 503. |
| 6 | Providing , laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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.Case - II : By Mechanicall Meansi) Bitumen VG-30 |
| 7 | 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 A. By Manual Means. Case - IV : Type D (premix with fine sand). i) Bitumen (60/70 Grade)VG-30 |
| 8 | Excavation in cutting in soil by manual means with lead upto 50 m. Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3. |
| 9 | Hill Side Drain Clearance Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000. |
| 10 | Excavation for Structures (A) Without dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & 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. I. Ordinary Soil i) upto 3 m depth. |
| 11 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 (I) Sand filling |
| 12 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement ) I. P.C.C grade M 10 ( using jhama brick aggregate ) (i)Nominal mix 1:3:6 |
| 13 | Plain/reinforced cement concrete in open foundation 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) VI) R.C.C grade M-25 i)upto 5 m height |
| 14 | Providing & laying reinforced cement concrete in substructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centring, shuttering, staging etc. but excluding reinforcement ) II. R.C.C M 25 1. For height upto 5 m |
| 15 | Supplying, fitting & placing Termo-Mechanical treated bar/Cold twisted deformed steel bar in open foundation complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 |
| 16 | Supplying, fitting, & placing Termo-Mechanical treated bar/Cold twisted deformed steel bar reinforcement in substructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202 |
| 17 | Construction of R.C.C railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and reinforcement). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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