Tender For Construction Of Yatri Shed Near Arabinda Sangha Club,Under Ward No.39,Amc
Tender Value
6.33 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
2 days left
EMD
12676
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Yatri Shed Near Arabinda Sangha Club,Under Ward No.39,Amc
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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. |
| 3 | Providing and laying dry flat brick flooring in required pattern completed. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All work upto plinth level 1:3:6(1 cement:3fine sand:6 graded well burnt brick aggregate 20 mm nominal size.) |
| 5 | First class brick work in foundation and plinth including cost of all metarial as required complete In cement mortar 1:4(1cement:4 fine sand) |
| 6 | 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 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All work upto plinth level 1:2:4(1 cement:2fine sand:4 graded stone aggregate 20 mm nominal size.) |
| 8 | Steel work in built up tubular (round, square orrectangular 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 |
| 9 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, 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 ormore |
| 11 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) with neat cement punning |
| 12 | Painting 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]:12.59.1 Two or more coats on new work |
| 13 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checkingof all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of aluminium composite panel material of approved thickness and specification. Thealuminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resincoating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steelscrews, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS withHot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor boltsof approved make in SS 316, Nylon separators to prevent bimetalliccontacts all complete required to perform as perspecification and drawing The item includes cost of all material &labour component, the cost of all mock ups at site, cost of allsamples of the individual components for testing in an approvedlaboratory, field tests on the assembled working curtain wall withaluminium composite panel cladding, cleaning and protection ofthe curtain wall with aluminium composite panel cladding till thehanding over of the building for occupation. Base frame work forACP cladding is payable under the relevant aluminium item.s TheContractor shall provide curtain wall with aluminium compositepanel cladding, having all the performance characteristics allcomplete , as per the Architectural drawings, as per itemdescription, as specified, as per the approved shop drawings andas directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on theexternal face of the curtain wall with Aluminum Composite PanelCladding (including width of groove) shall be measured in sqm. upto two decimal places.\\"16.25.1 Aluminium Composite Panels of 4mm total thicknesswith Top coil – 0.50mm AA3003 / AA3105 / AA5005Grade manufactured as per IS-737 1986, FR Grade ClassB1 with 3mm Mineral Core with minimum 70-72%Inorganic content (Aluminium Hydroxide and MagnesiumHydroxide) 28-30% Organic content (LDPE) conforming toASTM E-119-16,18 and EN 13501-1, class B1,and Bottomcoil – 0.50mm AA3003 / AA3105 / AA5005 Grade,manufactured as per IS-737 1986 with minimum 25microns lead free PVDF Coating conforming toAAMA2605 on top coil and Service coating on Back Coil(4 - 6 microns) having minimum panel weight of 7.5Kg/m2 |
| 14 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waistslab with suitable arrangement as per approval ofEngineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 15 | Providing and fixing chequered terrazo tiles 22 mm thickwith 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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