Tender For Development Of Jamjuri Bazar Area /S.H:-Protection Work, Earth Filling And Other Allied Works Etc. Of South And West Bank Of Jamjuri Pond During The Year 2026-27.
Tender Value
1.40 Crore
Estimated cost
Bid Submission
14 Jul 2026
4 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 Development Of Jamjuri Bazar Area /S.H:-Protection Work, Earth Filling And Other Allied Works Etc. Of South And West Bank Of Jamjuri Pond During The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge i)Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 2 | Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge |
| 3 | Demolishing brick work including stacking of serviceablematerialsanddisposal ofunserviceable materialswithall liftsanduptoa leadof 50metc. complete as per direction of the Engineer- in-charge.In cement mortar. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm indepth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil. |
| 6 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 8 | ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-- All work upto plinth level.1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 11 | Centering shuttering including struttings, propping etc. and removal of form work for:a) Foundations,footings,bases for columns etc. for mass concrete with timber plank |
| 12 | b) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 13 | c) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 14 | d) Suspended floors, roofs, landings, balconies and accessplatform with 12 mm thick shuttering ply |
| 15 | First class brick work in foundation and plinth including cost of all materials as required complete:In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 16 | First class brickwork in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 17 | 12 mm cement plaster of mix. Cement mortar 1:6 (1 cement : 6 fine sand) |
| 18 | 15 mm cement plaster on the rough side of single or half brick wall of mix. Cement mortar 1:6 (1 cement : 6 fine sand) |
| 19 | 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 |
| 20 | Filling in foundation trenches as per drawing & MoRD 1200 technical specification Clause 305.3.9, 1200.Sand filling |
| 21 | Providing concrete for plain/reinforced concrete inopen 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 M 10 (i) Nominal mix 1:3:6 |
| 22 | Providing concrete for plain/reinforced concrete inopen 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 M 15(i) Nominal mix (1:2.5:5) |
| 23 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technicalspecification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. butexcluding reinforcement )P.C.C grade M 15 (1:2.5:5 Nominal mix) |
| 24 | 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 |
| 25 | Manufacturing & supplying of machine made PVC wire crates chain link type made by S.W.G PVC wire bearing 12/10 SW GI wire inside the PVC wire,size of cage 1500 mmx600mmx450mm having square mesh of 80mmx80mm.including carrying to the work site as per direction of the Engineer-in-charge (weight of each cage shall not be less than 7.80 kg). |
| 26 | Supplying and stacking mixed class brick bats(50% first class & 50% un-class) including carraige loading & unloading at the site of work complete as per direction of the Engineer-in-charge |
| 27 | Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm x600mm x450mm fastening with SWG GI wire and placing in river bed/slope properly as per direction of the engineer-in-charge. |
| 28 | 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 |
| 29 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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