Tender For Construction Of New Medical College At Sri Vijaya Puram. Sub Work:- Construction Of New Medical College Complex At Dudhline, Sri Vijaya Puram. Sub Head:- Construction Of Burial Ground For Medical College.
Tender Value
39.89 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
79786
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Medical College At Sri Vijaya Puram. Sub Work:- Construction Of New Medical College Complex At Dudhline, Sri Vijaya Puram. Sub Head:- Construction Of Burial Ground For Medical College.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 2 | Ordinary rock |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. |
| 4 | Ordinary rock |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Stairs, (excluding landings) except spiral-staircases |
| 13 | Filling 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 and for all lif. |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 15 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 17 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 18 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 19 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse 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. complete. |
| 20 | 40 mm thick with 20 mm nominal size stone aggregate |
| 21 | 12 mm cement plaster of mix: |
| 22 | 1:4(1 cement: 4 fine sand) |
| 23 | 15 mm cement plaster on the rough side of single or half brick wall of mix: |
| 24 | 1:4(1 cement: 4 fine sand) |
| 25 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 26 | Two coats |
| 27 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: |
| 28 | New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 29 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 30 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 31 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 32 | Providing and fixing bolts including nuts and washers complete. |
| 33 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 34 | 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. |
| 35 | Electric resistance or induction butt welded tubes |
| 36 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 37 | On steel work |
| 38 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 39 | 25 mm nominal dia Pipes |
| 40 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 41 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 42 | 110 mm |
| 43 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 44 | 110 mm diameter |
| 45 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion. |
| 46 | Coupler24.1.1) 110 mm |
| 47 | Bend 87.5°24.2.1) 110 mm bend |
| 48 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 49 | Semi rigid pipe25.1.1) 32 mm dia |
| 50 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 51 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 52 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 53 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 54 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. |
| 55 | 40 mm wide and 4 mm thick |
| 56 | Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS:14587:1998 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately). |
| 57 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick conforming to IS:14587 |
| 58 | Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). |
| 59 | 0.71 mm, Aluminium troughed profile with centre to centre pitch of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000 mm. |
| 60 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds |
| 61 | Casement door double panel with French (False) Mullion with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.31.1.1) Using R3 series with frame (55 mm & above) x (50 mm & above) & sash (55 mm & above) x (85 mm & above) & French (False) mullion (55 mm & above) x (60 mm & above). (Height upto 2.5 metre). |
| 62 | Providing and fixing C.P Brass angular stop cock of approved quality of make Jaquar CON-CHR-053KN or equivalent. As per the direction of Engineer - in - Charge.(make of KOHLER, JAGUER or equivalent brand) |
| 63 | 15 mm Nominal Size |
| 64 | Providing and fixing uPVC moulded fittings / accessories for uPVC pipes (working pressure 6 kg / sqcm) including jointning with solvent. |
| 65 | Plain Bend 75mm |
| 66 | Providing and fixing uPVC nahani trap. |
| 67 | 110x75 mm |
| 68 | Supplying and filling in plinth with River sand under floors |
| 69 | Providing and laying hollow cement concrete block walling upto floor five level 200mm thick consisting of hollow block of size 400x200x200mm of mix 1:3:6(1 :cement 3 :coarse sand 6 :graded stone aggregate 10mm nominal and down size) having a crushing strength of 3.5N/sqmm at 28 days as per IS:2185 (part-I) 1979 laid in cement mortar 1:6(1 :cement 6 :coarse sand) upto floor five level. |
| 70 | Providing and laying hollow cement concrete block walling upto floor five level 150mm thick consisting of hollow block of size 400x150x200mm of mix 1:3:6(1 :cement 3 :coarse sand 6 :graded stone aggregate 10mm nominal and down size) having a crushing strength of 3.5N/sqmm at 28 days as per IS:2185 (part-I) 1979 laid in cement mortar 1:6(1 :cement 6 :coarse sand) upto floor five level. |
| 71 | Providing and laying hollow cement concrete block walling upto floor five level 100mm thick consisting of hollow block of size 400x100x200mm of mix 1:3:6(1 :cement 3 :coarse sand 6 :graded stone aggregate 10mm nominal and down size) having a crushing strength of 3.5N/sqmm at 28 days as per IS:2185 (part-I) 1979 laid in cement mortar 1:6(1 :cement 6 :coarse sand) upto floor five level. |
| 72 | Supplying and filling in plinth with pulverised sand under floors including, watering, ramming consolidating and dressing complete |
| 73 | Providing and fixing Aluminium expended metal of required pattern as per the approved shape drawing in ducts, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474, including screws durable power coating of 60-80 microns conforming to AAMN 2604 of required colour and shade as approved by the engineer-in- charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fixing to frame work), frame work to be paid separately.(make with BURLAY TEC or equivalent brand). |
| 74 | Providing and laying 20 mm thick kota stone in shelves fixed with cement mortor 1:4 of 20 mm thick at support i/e rubbing and polishing complete as per the direction of engineer-in-charge. |
| 75 | Providing and fixing Stainless steel grating of approved quality for gully trap. |
| 76 | Stainless steel grating 100x100 mm squar type |
| 77 | Providing cement concrete surface drain including earth excavation 10 cm thick bed concrete and 15 cm thick side walling with 1:3:6 (1: Cement 3: Coarse sand 6: Stone aggregate 40mm nominal size) finished with 12 mm thick cement plaster 1:4 (1: Cement 4: fine sand) including floating coat of neat cement inside the drain and its top and exposed surface, including disposal of surplus earth etc. complete, as per standard design.a) 23 x 23 cm |
| 78 | Providing and fixing soil,waste and vent pipes : with UPVC pipe coforming to IS:13592 type B including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion (i) single socketed pipes (make SUPREME,PRINCE,FINOLEX or equivalent brand). |
| 79 | 75mm diametre. |
| 80 | Excavation of earth and carriage by mechanical transport including loading unloading for an average lead of 1.00 Km. |
| 81 | Providing and fixing CPVC Gate Valve make of approved quality. |
| 82 | 25mm dia nominal bore Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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