Housing Urban and Rular Development Government Departments Closing in 3 days TDR #57555135

Tender For Construction Of A Semi Permament Structure To Install Air Handling Unit (Ahu) At The Back Side Of Iphl Room At Unakoti District Hospital Bhagabannagar, Kailashahar During The Year 2025-26

Issued by Government Departments · Unakoti, Tripura
Tender Value
13.22 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
3 days left
EMD
26456
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of A Semi Permament Structure To Install Air Handling Unit (Ahu) At The Back Side Of Iphl Room At Unakoti District Hospital Bhagabannagar, Kailashahar During The Year 2025-26

BOQ

Name of Work:- Construction of a semi permament structure to install Air Handling Unit (AHU) at the back side of IPHL Room at Unakoti District Hospital Bhagabannagar, Kailashahar during the year 2025-26
Sl. No. Item Description
1Earth 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
2Supplying 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.
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size)
4Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layer not exceeding 20 cm.in depth consolidating each deposited layer by ramming and watering lead upto 50 m. and lift upto 1.5 m.(a) All kinds of soil.
5Providing 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)
6Reinforced 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 reinforcement1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
7Reinforced 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 reinforcement1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
8Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank
9Centering shuttering including struttings, propping etc. and removal of form work for:Lintels,beams,plinth beams,girders,bressumers and cantilevers with shuttering ply
10Centering shuttering including struttings, propping etc. and removal of form work for:Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
11Reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-MechanicallyTreated bars of grade Fe-500 D or more
12Reinforcement for R.C.C.work including straightening, cutting ,bending, placing in position and binding all complete above plinth level.Thermo-MechanicallyTreated bars of grade Fe-500 D or more
13First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:6 ( 1 cement : 6 fine sand ).
14Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1515 mm cement plaster on the rough side of single or half brick wall of mix:Cement mortar 1:6 (1 cement : 6 fine sand)
1612 mm cement plaster of mixIn cement mortar 1 : 6 ( 1 cement : 6 fine sand )
17Neat cement punning.
18Distempering 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.
19Finishing 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)
20Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
21Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) in 550 mpa steel grade, made out of Cold Rolled Steelcoated with Zinc-Aluminium alloy coating of 43.5% Zn,55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per direction of Engineer-in-charge. 0.50mm thickness
22Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
23Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
24Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.Fixed to openings /wooden frames with rawl plugs screws etc
2580 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding 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.
26Providing 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) :- For fixed portion of approved quality:- Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
27For 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 ):- Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
28Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade-I, type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P. brass / stainless steel screws all complete as per architectural drawing and the direction of Engineer-in-charge :-Prelaminated particle board of approved quality with decorative lamination on one side and balancing lamination on other side.
29Providing 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 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
30Cement concrete flooring 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding thecost of nosing of steps etc. all completeetc as per direction of Engineer-in-charge.40 mm thick with 20 mm nominal size stone aggregate
31Providing and fixing plain Multipurpose Cement board (High Pressure steam cured) as per IS : 14862 : 2000 with suitable screws for fibre cement board in ceiling etc. complete as per direction of Engineer-incharge. (frame work to be paid separately) :6 mm thick cement board Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57555135
AUTHORITY Government Departments
TENDER VALUE 13.22 Lakhs
LAST DATE 23-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of A Semi Permament Structure To Install Air Handling Unit (Ahu) At The Back Side Of Iphl Room At Unakoti District Hospital Bhagabannagar, Kailashahar During The Year 2025-26
Basic Detail
Tender No 10/EE/KLSD/ 2026-27
Bidding Type Tender
Location
City Unakoti
State Tripura
Key Dates
Publish Date 16 Sep 2026
Submission Date 23 Sep 2026
Open Date 23 Sep 2026
Finance
Tender Value 13.22 Lakhs
Tender Fee 1000
EMD 26456
Exemption Not Available
Document List
9a9be39e-b0d1-4782-b5f6-1079e92ba5db.html
BOQ_78329.xls
DNIT10AHU.pdf
Tendernotice_1 (33).pdf

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Tender Timeline

Sep 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Sep 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

9a9be39e-b0d1-4782-b5f6-1079e92ba5db.html

xls

BOQ_78329.xls

pdf

DNIT10AHU.pdf

pdf

Tendernotice_1 (33).pdf

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