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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹47.6 L+₹95,221.60 (2.04%)Admitted-Finance GOVT CONTRACTOR 23 KM ROAD PREM NAGAR PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L2 | Admitted-Finance | |
| 3 | L3₹49.4 L+₹2.8 L (5.91%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹51.4 L+₹4.8 L (10.2%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹63.1 L+₹16.4 L (35.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KANNAN L1 | The Reef Constructions L3 | U.K.S.CONSTRUCTION L2 | ANAND TRADERS AND CONSTRUCTION L4 | T ROBERT KENNEDY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | ||||||||
| 1.10 | All kinds of soil | 566 | sqm | 25 ₹14,150 Lowest | 120 ₹67,920 | 100 ₹56,600 | 300 ₹1,69,800 | 250 ₹1,41,500 |
| 2.00Earth 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. | ||||||||
| 2.10 | All kinds of soil. | 118 | cum | 220 ₹25,960 | 150 ₹17,700 Lowest | 200 ₹23,600 | 240 ₹28,320 | 250 ₹29,500 |
| 3.00 | 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. | 61 | cum | 90 ₹5,490 Lowest | 150 ₹9,150 | 100 ₹6,100 | 120 ₹7,320 | 199 ₹12,139 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 62 | cum | 2,400 ₹1,48,800 | 1,600 ₹99,200 | 1,500 ₹93,000 Lowest | 1,600 ₹99,200 | 2,860 ₹1,77,320 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 5.10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 4 | cum | 7,000 ₹28,000 Lowest | 7,600 ₹30,400 | 7,500 ₹30,000 | 7,200 ₹28,800 | 9,000 ₹36,000 |
| 5.20 | 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). | 73 | cum | 6,300 ₹4,59,900 | 6,900 ₹5,03,700 | 7,000 ₹5,11,000 | 6,100 ₹4,45,300 Lowest | 8,098 ₹5,91,154 |
| 5.30 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). | 9 | cum | 6,200 ₹55,800 | 6,800 ₹61,200 | 7,000 ₹63,000 | 5,500 ₹49,500 Lowest | 7,473 ₹67,257 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
17 Nov 2022, 3:00 pmClosed
EE, CD-III, APWD, P/PUR
O/o EE, CD-III, APWD, P/PUR
Construction of compound wall fencing, gate and security room for diesel outlet at FCL Guptapara
2022_APWD_7894_1
NIT No.19/EE/CD-III/2022-23
Open Tender
Civil Works - Others
Works
180 days
Guptapara
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹1.1 L
Yes
18 Nov 2022
31 Oct 2022
18 Nov 2022
1 Nov 2022
17 Nov 2022
1 Nov 2022
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil
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 centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 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).
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources).
1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand(zone-III) derived from natural sources : 11 graded stone aggregate 40 mm nominal size derived from natural sources).
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand 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 laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Weather shade, Chajjas, corbels etc., including edges
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 fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
Twin rubber stopper
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.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
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
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
Providing and fixing bolts including nuts and washers complete.
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
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 @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
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
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 microns using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm)
Barge board (Upto 300 mm)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
Two or more coats on new work
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
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)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.
With G.I. barbed wire
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 the 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
For fixed portion
Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
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 stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete.
Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
Providing and laying hollow cement concrete block walling 200mm thick consisting of hollow block size 400x200x200mm of mix 1:3:6 (1cement: 3 coarse sans : 6 graded stone aggregate 20mm nominal and down size) lain in cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying hollow cement concrete block walling 100mm thick consisting of hollow block size 400x100x200mm of mix 1:3:6 (1cement: 3 coarse sans : 6 graded stone aggregate 20mm nominal and down size) lain in cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and fixing precoated galvalume(PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel everest industries Ltd.,JSW steel lts. Jundal India Lts. or equevalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 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 Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping luminium screws (Xylan) 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.
U.K.S.CONSTRUCTION
The Reef Constructions
ANAND TRADERS AND CONSTRUCTION
T ROBERT KENNEDY
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