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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.5 LAdmitted-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L1 | Admitted-Finance | |
| 2 | L2₹32.0 L+₹50,420.37 (1.60%)Admitted-Finance GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | L2 | Admitted-Finance | |
| 3 | L3₹32.7 L+₹1.2 L (3.81%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹32.7 L+₹1.2 L (3.82%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹33.0 L+₹1.5 L (4.86%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M Abdul Hameed L8 | N H CONSTRUCTION L2 | Abdul Gafoor L7 | CRESCENT CONSTRUCTION L1 | M K S CONSTRUCTION L9 | KMS CONSTRUCTION L6 | T USMAN L3 | SHUVAM CONSTRUCTION L4 | C AJAIYA KUMAR L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | ||||||||||||
| 1.10 | G.S. Sheet | 274.5 | sqm | 40 ₹10,980 | 20 ₹5,490 | 20 ₹5,490 | 50 ₹13,725 | 95 ₹26,077.5 | 20 ₹5,490 | 30 ₹8,235 | 30 ₹8,235 | 10 ₹2,745 Lowest |
| 1.20 | Asbestos cement sheet | 244 | sqm | 50 ₹12,200 | 20 ₹4,880 Lowest | 20 ₹4,880 Lowest | 50 ₹12,200 | 95 ₹23,180 | 20 ₹4,880 Lowest | 35 ₹8,540 | 30 ₹7,320 | 80 ₹19,520 |
| 2.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | ||||||||||||
| 2.10 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 32.89 | cum | 950 ₹31,245.5 | 500 ₹16,445 | 600 ₹19,734 | 500 ₹16,445 | 1,350 ₹44,401.5 | 400 ₹13,156 Lowest | 400 ₹13,156 Lowest | 500 ₹16,445 | 1,200 ₹39,468 |
| 3.00Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | ||||||||||||
| 3.10 | For thickness of tiles above 25 mm and up to 40 mm | 77.44 | sqm | 40 ₹3,097.6 Lowest | 50 ₹3,872 | 50 ₹3,872 | 50 ₹3,872 | 150 ₹11,616 | 50 ₹3,872 | 500 ₹38,720 | 100 ₹7,744 | 80 ₹6,195.2 |
| 4.00Earth 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. | ||||||||||||
| 4.10 | All kinds of soil. | 45.38 | cum | 350 ₹15,883 | 100 ₹4,538 Lowest | 250 ₹11,345 | 200 ₹9,076 | 300 ₹13,614 | 230 ₹10,437.4 | 200 ₹9,076 | 100 ₹4,538 Lowest | 300 ₹13,614 |
| 5.00 | 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 m and lift upto 1.5 m. | 25.33 | cum | 180 ₹4,559.4 | 90 ₹2,279.7 | 100 ₹2,533 | 150 ₹3,799.5 | 250 ₹6,332.5 | 230 ₹5,825.9 | 150 ₹3,799.5 | 50 ₹1,266.5 Lowest | 200 ₹5,066 |
Tender Value
₹46.7 L
EMD Value
₹93,373
Closing Date
21 Aug 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Development and Renovation of Community Hall at Mithakhari-04 under Gram Panchayat Mithakhari.
2025_RDPRI_19564_1
EE/PRI/SAD-I/MG/25-26/76
Open Tender
Civil Works - Buildings
Works
180 days
Mithakhari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹93,373
25 Aug 2025
13 Aug 2025
22 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
Amount
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
G.S. Sheet
Asbestos cement sheet
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles above 25 mm and up to 40 mm
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.
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 m and lift upto 1.5 m.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:2:4 (1 Cement : 2 coarse sand (zone-III)derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 :
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)
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 :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size).
Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing bolts including nuts and washers complete.
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.
Electric resistance or induction butt welded tubes
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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.
40 mm thick with 20 mm nominal size stone aggregate
Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. omplete as per direction of Engineer-in-Charge.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
Size of Tile 600x600 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
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.
Two coats
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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.
On steel work
Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking.
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 icrons using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm)
Gutter (600 mm over all girth)
Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge.
Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
6 mm thick Cement fiber board as per IS: 14862
Steel 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 or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm 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.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
20 mm nominal dia Pipes
50 mm nominal dia Pipes
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Wiring for Light Point /Fan Point/exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size PVC.box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required/recessed steel conduit including dismantling as required.
Group -C
Wiring for circuit/ submain/Power Plug wiring alongwith earth wire with the following size of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
2 x 2.5 sq.mm + 1x 2.5 sq.mm earth wire
2 x 06 sq.mm + 1x 06sq.mm earth wire
Supplying and fixing Two Module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
Supplying and fixing following piano type switch /socket on the existing switch box/cover including connection etc as required.
5/6 amps switch.
3 pin 5/6 amps socket.
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
6 Way , Double door
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts,10 kA,"C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc.as required.
Single pole
Supplying and fixing following rating, Double pole,240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc.as required.
Supplying and installation of ceiling fan (1200 mm sweep),i/c wiring the down rods of standard length (upto 30cm) with 1.5sq.mm FRLS PVC insulated, copper conductor, single core cable etc. as required .Make: Crompton or equivalent to ISI standard.
Supplying and Installation of 20W LED tube light fitting/ fluorescent tube fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. Make:Havells CAT No- LHEXBXPNIN1W020 or equivalent to ISI Std.
Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
Supplying of readymade hook for hanging ceiling fan from the truss for a pipe size of 65mm dia alongwith bolts and nuts etc. as required.
N H CONSTRUCTION (BID ID -57756)
T USMAN (BID ID -57663)
SHUVAM CONSTRUCTION (BID ID -57584)
C AJAIYA KUMAR (BID ID -57679)
KMS CONSTRUCTION (BID ID -57477)
Abdul Gafoor (BID ID -57670)
M Abdul Hameed (BID ID -57736)
M K S CONSTRUCTION (BID ID -57730)
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