Tender For Urgent maintenance Of Different Roads Under The Jurisdiction Of Pwd(R&B), Kailashahar Sub-Division No. I Within The Area Of Chandipur Rd Block During The Year 2026-27. / Sh: Bats Filling, Flat Brick Soling, Metalling, Paver Block, Shoulder
Tender Value
24.22 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
3 days left
EMD
48449
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unakoti → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Urgent maintenance Of Different Roads Under The Jurisdiction Of Pwd(R&B), Kailashahar Sub-Division No. I Within The Area Of Chandipur Rd Block During The Year 2026-27. / Sh: Bats Filling, Flat Brick Soling, Metalling, Paver Block, Shoulder Maintenance, Kutcha Drain, Palasiding Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork inexcavationforstructuresasperdrawingand MoRD technical specifications Clause 305.1 including settingout, constructionof shoring&bracing, removal of stumps&other deleteriousmaterial anddisposal uptoa leadof50m,dressingofsides&bottomandbackfillingin trenches with excavated suitable material.I Ordinary Soil(i) Upto 3 m depth |
| 2 | Filling in foundation trenches as per drawing &MoRD technical specification Clause 305.3.9, 1200. I Sand filling |
| 3 | Supplying of 1st class brick bats in/c loading, unloading and stacking properly in measurable stacks at site of work, laying the same in potholes and depressions of road surface & rolling, etc. complete as per direction of the Engineer-in Charge. |
| 4 | Collection & stacking of second class brick bats in/c loading, unloading, stacking, properly in measurable stacks at site of work complete & laying, consoling in/c spreading of binding materials (Payment to be made of only brick bats ex/c binding materials). |
| 5 | Clearing and Grubbing Road LandClearing 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 MoRD Technical Specification clause 201. I. Manual means A. In area of non-throny jungle. |
| 6 | Providing and placing gunny / polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. |
| 7 | Providing & laying of rubbish over the damp moist ditches of ground / road surface of carrying materials from damping place as per direction of the Engineer-in-charge. (Rate in/c spreading & ramming of rubbish according to necessary). |
| 8 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.Driven at least 900 mm below ground and 1200 mm above ground on average |
| 9 | 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. |
| 10 | Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3. |
| 11 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead upto 50 metres as per direction of the Engineer-in-Charge. |
| 12 | Flat Brick SolingProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 13 | Brick edging laid lengthwiseProviding and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 14 | WBM Grading 3 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 MoRD Technical Specification Clause 405. (A) (B) By Manual Means |
| 15 | 80 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern |
| 16 | Providing concrete for plain/reinforced concrete in open foundationscomplete including formworkasperdrawings &MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (including centering, shuttering, staging etc. but excluding reinforcement).I P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 17 | 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. |
| 18 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903. |
| 19 | Maintenance of Earthen shoulder (Stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. |
| 20 | Surface Drains Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRDTechnical Specification Clause 307.(A) Manual Means Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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