Public Administrative Department Boards / Undertakings / PSU Closing in 29 days TDR #57872611

Tender For Infrastructure Development Of Industrial Estate In Tripura/ Sh: Industrial Safety And Security Etc. At Bodhjungnagar Industrial Estate (Adb Project/ Package :18

Issued by Boards / Undertakings / PSU · tripura, Tripura
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Nov 2026
29 days left
EMD
3.81 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Infrastructure Development Of Industrial Estate In Tripura/ Sh: Industrial Safety And Security Etc. At Bodhjungnagar Industrial Estate (Adb Project/ Package :18

BOQ

Name of Work:- INFRASTRUCTURE DEVELOPMENT OF INDUSTRIAL ESTATE IN TRIPURA/ SH: INDUSTRIAL SAFETY AND SECURITY ETC. AT BODHJUNGNAGAR INDUSTRIAL ESTATE (ADB PROJECT/ PACKAGE :18
Sl. No. Item Description
1Construction of main gate & Security cabin
2Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4Filling 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
5Supplying 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.
6Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
7Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note : 1) Excess/less cement used than specified in this item is payable/ recoverable separately.All works upto plinth level :M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)
8Centering shuttering including struttings, propping etc. and removal of form work for:
9Foundations, footings, bases for columns etc. for mass concrete with steel formwork
10Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
11Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
12Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
13Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC from transit mixer to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. (Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
14Reinforced cement concrete grade M-25 using 418 kg of cement per cum.All works upto plinth level
15Reinforced cement concrete grade M-25 using 418 kg of cement per cum.All works upto Floor five level
16Reinforcement 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
17Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
18First 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 ).
19First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
20Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:-In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
21Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position :Sal Wood
22Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement :
23Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veeners on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
24Extra for Providing and fixing flush doors with decorative veneering
25Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).
26Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete :
27250 x 10 mm
28150x10 mm
29Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
3012 mm cement plaster of mix:Cement mortar 1:4 (1 cement : 4 fine sand)
3115 mm cement plaster on the rough side of single or half brick wall of mix::Cement mortar 1:4 (1 cement : 4 fine sand)
326 mm cement plaster of mix ::Cement mortar 1:4 (1 cement : 4 fine sand)
33Neat cement punning
34Providing and placing rapid gravity filter sand having effective size of 0.50 mm to 1.00 mm & uniformity coefficient of not more than 1.70 and or less than 1.30 obtained from Barakar river West Bengal as per specification and the direction of the Engineer - in - charge.
35Providing and placing filter gravel having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.
36Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
37Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:-In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
38Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
39Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats) over and including water thinnable priming coat with cement primer.
40Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
41Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ).
42Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work
43Providing and laying 1st class quality vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge..Soluble Salt Stainfree vitrified tiles (Glossy)Size of tile 600 mm x 600 mm
44Providing and fixing on wall face unplasticised Rigid PVC rain water, soil, waste & vent pipes (working pressure 4 kg / cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:Single socketed pipe - 100 mm OD
45Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water, soil, waste & vent pipes pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:Single pushfit Coupler
46110 mm
47Bend 87.5°
48110 mm
49Plain shoe
50110 mm
51Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water, soil, waste & vent pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.110 mm
52Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineer­in­charge. (Glazing and paneling and dash fasteners to be paid for separately) :-
53For fixed portion of approved quality:-Polyester powder coated aluminium ( minimum thickness of polyester powder coating of 50 micron ).
54For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):-Polyester powder coated aluminium ( minimum thickness of polyester powder coating of 50 micron ).
55Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :-With float glass panes of 8 mm thickness ( weight not less than 20 kg / sqm )
56Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 fine sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand) and finished neat etc. complete as per direction of Engineer-in-charge.
57Supplying & installation of 400 mm sweep AC wall mounting fan with plastic blade including connection etc as required:-
58Supplying and fixing of the following PVC conduit (medium gauge) with all accessories on slab/recessed on wall etc as reqd.
5919/20 mm dia
6025 mm dia
61Wiring for circuit /Sub-main with following sizes PVC insulated copper conductor cable (FR) in PVC casing and capping etc. as required.
622 x 1.5 Sq.mm
632 x 2.5 Sq.mm
64Supplying and fixing of the following sizes modular type cover plates for GI/plastic modular switch boards etc. as required.
653 module :-
664 module :-
67Supplying and fixing of the following sizes GI (in recess) and plastic (on surface) modular switch boards etc. as required.
683 module plastic switch board:-
694 module plastic switch board:-
70Surface mounted round/Square shaped 18/20 watt LED downlight with integral driver and high quality polycarbonate diffuser:-
71Construction of Boundary wall
72Clearing jungle including uprooting of rank vegetation,grass, brush wood, trees and saplings of girth upto 30 cmmeasured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
73Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil
74Filling 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
75Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All Work upto Plinth Level1:3:6 ( 1 Cement: 3 fine sand : 6 graded stoneaggregate 20 mm nominal size)
76Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
77Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
78Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
79Centering, Shuttering including struttings, propping etc and removal of form work for:
80Foundations, footings, bases for columns etc. for mass concrete with steel formwork
81Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
82Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
83Lintel beams, plinth beams, girders, bressumers & cantilevers with 12 mm shuttering ply
84Reinforcement 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
85First 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 )-Above Plinth
86Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
87Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
8815 mm cement plaster on the rough side of single or half brick wall of mix::Cement mortar 1:5 (1 cement : 5 fine sand)
89Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
90Environment Management cost
91Testing of environmental parameter (Ambient Air Quality) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for pre-construction (once) and Construction phase-09 months of 2 locations, once a quarter excluding monsoon (06 samples) of two sector/Component
92Testing of environmental parameter (Water Quality) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for pre-construction (once) and Construction phase-09months of 2 locations, once a quarter excluding monsoon (06 samples) of two sector/Component
93Testing of environmental parameter (Ambient Noise Level) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for pre-construction (once) and Construction phase-09 months of 2 locations, once a quarter excluding monsoon (06 samples) of two sector/Component
94Testing of environmental parameter (Soil Quality) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for pre-construction (once) and Construction phase-09 months of 1 location, once a quarter excluding monsoon (03 samples) of two sector/Component
95Testing of environmental parameter (Ambient Air Quality) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for DLP phase- 24 months of 1 location, once in 6 months (04 samples) of four sector/Component of two sector/Component
96Testing of environmental parameter (Water Quality) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for DLP phase- 24 months of 1 location, once in 6 months (04 samples) of two sector/Component
97Testing of environmental parameter (Ambient Noise Level) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for DLP phase- 24 months of 1 location, once in 6 months (04 samples) of two sector/Component
98Testing of environmental parameter (Soil Quality) within IE through NABL/ MoEFCC Accredited Laboratory. Monitoring locations shall cover all active construction sites, workforce camp site, material stack yard for DLP phase- 24 months of 1 location, once in 6 months (04 samples) of two sector/Component Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57872611
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 06-11-2026
Authority
Authority Name Tripura Industrial Development Corporation Limited
Work Description Tender for Infrastructure Development Of Industrial Estate In Tripura/ Sh: Industrial Safety And Security Etc. At Bodhjungnagar Industrial Estate (Adb Project/ Package :18
Basic Detail
Tender No 21/TIDC/ENGG/PNIeT/2026-27,
Bidding Type Tender
Location
City tripura
State Tripura
Key Dates
Publish Date 05 Oct 2026
Submission Date 06 Nov 2026
Open Date 06 Nov 2026
Finance
Tender Value Ref. Documents
Tender Fee 10000
EMD 3.81 Lakhs
Exemption Not Available
Document List
77559497-8a96-4c82-a1d4-5b37decfa755.html
AnnexureCombined18.pdf
BOQ_78926.xls
DRAWINGS.pdf
SBDPkg18.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 29 days
Nov 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 29 days

Tender Documents

Download All (ZIP) ↓
html

77559497-8a96-4c82-a1d4-5b37decfa755.html

pdf

AnnexureCombined18.pdf

xls

BOQ_78926.xls

pdf

DRAWINGS.pdf

pdf

SBDPkg18.pdf

pdf

Tendernotice_1.pdf

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