Rural Development Government Departments Closing in 5 days TDR #56858418

Tender For Construction Of Godown No 2 For Storing Cement Under Rd Kanchanpur Division During The Year 2025-26 3Rd Call.

Issued by Government Departments · tripura, Tripura
Tender Value
1.08 Crore
Estimated cost
Bid Submission
12 Aug 2026
5 days left
EMD
2.16 Lakhs
Bank guarantee accepted
Document Fee
4000
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 Construction Of Godown No 2 For Storing Cement Under Rd Kanchanpur Division During The Year 2025-26 3Rd Call.

BOQ

Name of Work:- CONSTRUCTION OF GODOWN NO 2 FOR STORING CEMENT UNDER RD KANCHANPUR DIVISION DURING THE YEAR 2025-26 3RD CALL.
Sl. No. Item Description
12.1 Clearing 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.
22.13 Earth 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
32.12 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil
42.16 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil
52.19 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.
62.20 Supplying chemical emulsion in sealed containers including delivery as specified.2.20.1 Chlorpyriphos/Lindane emulsifiable concentrate of 20%
72.21 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment as per IS: 6313(Part III)- Latest revision (excluding the cost of chemical emulsion):2.21.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:2.21.1.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
82.21.3 Treatment 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:2.21.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
94.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:4.1.15 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
104.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
115.1 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:5.1.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
125.2 Reinforced 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 reinforcement-5.2.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
135.3 Reinforced 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-5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
145.19 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
155.8 Centering shuttering including struttings, propping etc. and removal of form work for:5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank
165.8.4.2 Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
175.8.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
185.8.6.2 Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
195.8.12.1 Edges of slabs and breaks in floors and walls under 20 cm. wide
206.1 First class brick work in foundation and plinth including cost of all materials as required complete:-6.1.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ).
216.3 First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-6.3.5 In cement mortar 1:6 ( 1 cement : 6 fine sand ).
226.10 Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-6.10.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
236.12 Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-6.12.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
248.4 Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position :8.4.5 Soft Wood
259.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets 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:-9.5.1 Using M.S. angels 40x40x6 mm for diagonal braces.
269.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 275mm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters & with handles, hold fast including embedding in cement concrete of required grade required for fixing in position, all necessary fittings, including applying of approved steel primer etc. complete as required:-9.6.1 80xl.25mm M.S. laths with 1.25 mm thick top cover.
279.12 Steel 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.9.12.1 Hot finished welded type tubes
2810.5 Cement 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 the cost of nosing of steps etc. all completeetc as per direction of Engineer-in-charge.10.5.1 40 mm thick with 20 mm nominal size stone aggregate
2910.25 Providing and fixing chequered terrazo tiles 22 mm thick with graded marble chips of size upto 6 mm, laid on floors, footpath & courtyard on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing etc. all complete as per direction of Engineer-in-charge.10.25.1 Light shade pigment using white cement
3011.32 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :11.32.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern etc. complete as per direction of Engineer-in-charge. and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60.
3111.22 Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated 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.11.22.3 0.50mm thickness
3211.23 Supply & installation of pre-painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to AASTM 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 etc. complete as per direction of Engineer-in-charge. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM washers complete for Ridges/Valley/Gutter/Flashing of width 610mm:11.23.3 0.50mm thickness
3312.1 12 mm cement plaster of mix12.1.4 Cement mortar 1:6 (1 cement : 6 fine sand)
3412.1 12 mm cement plaster of mix12.1.2 Cement mortar 1:4 (1 cement : 4 fine sand)
3512.2 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.4 Cement mortar 1:6 (1 cement : 6 fine sand)
3612.10 Neat cement punning.
3712.34 Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
3812.41 Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of TestCertificate issued by the Manufacturer] :12.41.1 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)
3912.60 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:12.60.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56858418
AUTHORITY Government Departments
TENDER VALUE 1.08 Crore
LAST DATE 12-08-2026
Authority
Authority Name Rural Development Department
Work Description Tender for Construction Of Godown No 2 For Storing Cement Under Rd Kanchanpur Division During The Year 2025-26 3Rd Call.
Basic Detail
Tender No eDT24SERDC8/EERDKCPDIV/2025-26
Bidding Type Tender
Location
City tripura
State Tripura
Key Dates
Publish Date 06 Aug 2026
Submission Date 12 Aug 2026
Open Date 12 Aug 2026
Finance
Tender Value 1.08 Crore
Tender Fee 4000
EMD 2.16 Lakhs
Exemption Not Available
Document List
9541907a-f031-42d1-8ddf-d0c45fda09c4.html
BOQ_76755.xls
DRAWING.pdf
ePT12.pdf
SE24APPROVEDDNIT.pdf
Tendernotice_1 (17).pdf

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Tender Timeline

Aug 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Aug 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

Download All (ZIP) ↓
html

9541907a-f031-42d1-8ddf-d0c45fda09c4.html

xls

BOQ_76755.xls

pdf

DRAWING.pdf

pdf

ePT12.pdf

pdf

SE24APPROVEDDNIT.pdf

pdf

Tendernotice_1 (17).pdf

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