Tender For Construction Of Ayurvedic Hospital (B+G+3)At Paradise Chowamani, Agartala, Tripura / Phase-1 / Sh:-Aluminium Works , Glazing & Grill Works For Doors & Windows,Installation Of Submerssible Pump & Allied Works Etc .
Tender Value
24.04 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
4 days left
EMD
48097
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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Ayurvedic Hospital (B+G+3)At Paradise Chowamani, Agartala, Tripura / Phase-1 / Sh:-Aluminium Works , Glazing & Grill Works For Doors & Windows,Installation Of Submerssible Pump & Allied Works Etc .
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling doors, windows and clerestory windows(steel or wood) shutter including chowkhats,architrave, holdfasts etc. complete and stackingwithin 50 metres lead : |
| 2 | Of area 3 sqm and below. |
| 3 | Of area beyond 3 sqm. |
| 4 | Dismantling old glass panes from wooden / steelstructures including stacking of serviceablematerials and disposal of rubbish and unserviceablematerials to the dumping ground with all leads andlifts etc.complete as per direction of the Engineer- incharge. |
| 5 | Dismantling precast concrete or stone slabs in walls,partition walls etc. including stacking within 50metres lead : |
| 6 | Thickness up to 40 mm |
| 7 | Providing 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) :- |
| 8 | For fixed portion of approved quality:-Anodised aluminium (anodised transparent or dyed torequired shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 9 | For 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 torequired shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 10 | Providing and fixing glazing of approved quality inaluminium doors, windows, ventilator, shutters andpartition 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 aid in basic item) :- With float glass panes of 5.5 mm thickness ( weight not less than 13.75 kg / sqm ) |
| 11 | Filling the gap in between aluminium frame and adjacent RCC/brick work by providing weather silicon sealant over backer rod of approved quality etc. complete as per architectural drawing and direction of the Engineer-in charge:- (i) Upto 5 mm depth and 5 mm width. |
| 12 | Dismantling steel work in single section includingdismembering and stacking of serviceable materialsand unserviceable materials separately with all liftsand upto a lead of 50 m etc.complete as per directionof the Engineer- in-charge:-Channels, angles, tees and flats |
| 13 | Dismantling steel work in built up section manually/ mechanically without dismembering and stackingof serviceable materials and unserviceable materialsseparately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge. |
| 14 | Providing and laying Polished Granite stoneflooring in required design and patterns, in linearas well as curvilinear portions of the building allcomplete as per the architectural drawings withPolished Granite stone slab jet Black, Cherry Red,Elite Brown, Cat Eye or equivalent over 20 mm(average) thick base of cement mortar 1:4 (1cement : 4 fine sand) laid and jointed with cementslurry and pointing with white cement slurryadmixed with pigment of matching shadeincluding rubbing , curing and polishing etc. allcomplete as specified and as directed by theEngineer-in-Charge.18 mm thick stone slab. |
| 15 | Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square orround bars etc. all complete. Fixed to openings /wooden frames with rawl plugsscrews etc. |
| 16 | Providing and fixing cupboard shutter with 19mmthick one side decorative and other side balancinglamination factory pressed BWP grade marine ply asper IS 710 of approved brand including 2mm thickPVC edge banding tape with hot glue by edge bendingmachine etc. with auto closing spring loaded hinges(hydraulic type) etc. complete as per direction ofEngineer-in-charge.(Payment of providing and fixingauto closing hinges shall be paid separately) |
| 17 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, reservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. asrequired to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.(a) 100 mm dia |
| 18 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge. (a) From 100 mm dia pilot hole to 250 mm bore hole |
| 19 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge. |
| 20 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge. |
| 21 | (A) 'CM' Casing pipe - |
| 22 | (i) 150 mm dia |
| 23 | (ii) 100 mm dia |
| 24 | (B) RS pipe - |
| 25 | 100 mm dia |
| 26 | Providing and fixing of UPVC end cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. (i) 100 mm dia |
| 27 | Providing and fixing of UPVC reducer suitable for UPVC\\"CM\\" casing or \\"CS\\" casing or \\"RS\\" pipes as per specification and direction of the Engineer-in-charge.(i) 150 x 100 mm dia |
| 28 | Providing & shrouding of the deep tube well assembly with washed pea gravels (2.0 - 4.75 mm effective size) as per specification (IS: 4097) and direction of the Engineer - in - charge. A. With contractor's rigi) With Pea gravels obtained from Durgapur, West Bengal. |
| 29 | Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge.(i)150 mm dia |
| 30 | Supplying and installation of water lubricated submersible pump or Duke Make ( Modal No. DSP4RFH05) having capacity 1500 GPH at total head of 45 mtr. Coupled with submersible motor 2 HP suitable for 240 Volts (+10% verification) single phase 50 HP, AC supply DOL starting method to run at 2880 RPM along with 35 mtr. 2.55 sqm, PVC and 40 mm dia GI pipe up to 100 ft. (30mtr.) etc. complete as per direction of the Engineer in charge ( required 40 mm dia GI pipe will be supplied by the Deptt. at free of cost) |
| 31 | Supplying & fitting, fixing of MS box of having size 60cm X60cm X 45 cm with sloped roof and front shutter with locking arrangement fitted with 4 (four) no 10mm X 10mm X 6mm MS angle of 1.60 mtr long including providing and fitting wooden board inside the box having size 55cm X 55cm X 1inch thick for fitting all the electrical features like starter, Main switch & including cost of necessary painting & embeding the box with cc block size 30cm X 30cm X 60 cm with 1:2:4 (1 cement:2 river sand: 4 jhama brick aggregate 20 mm nominal gauge) as per direction of the Engineer in Charg. (starter, Mainswitch will be paid separately) |
| 32 | Supplying & fitting, fixing of single phase motor starter pannel unit 3 HP capacity comprising with 2 pole conductor, overload relay, capacitor, volts meter of BCH/L&T make with necessary copper wire etc. complete as per direction of the engineer in charge. |
| 33 | Supplying & fitting fixing of 32 Amps Single Phase Main Switc of BCH/L&T/ havels'smake with necessary copper wire etc.complete as per direction of th Engineer-in -Charge |
| 34 | Providing and fitting fixing GI pipe (Medium class) conforming to IS 1239 for column pipe assemble for installation of Submersible pump motor as per direction of the Engineer-in-charge. i) 40 mm NB |
| 35 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work. a). All kind of Soils. i) For pipes not exceeding 90 mm dia |
| 36 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. ii) 40 mm dia |
| 37 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. iii) 40 mm dia |
| 38 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. ii) 40 mm dia |
| 39 | Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. By manual means |
| 40 | Providing and fitting fixing PVC/Plastic Bib cock Confirmiming IS 9763 in hydrant point at different locations as per specification and direction of the Engineer - in -charge.i) 15 mm dia PVC/Plastic Bib Cock Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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