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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.7 LAccepted-AOC 124 JN ROAD DELANIPUR PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L1 | Accepted-AOC L1 | |
| 2 | L2₹49.8 L+₹5.0 L (11.2%)Rejected-AOC PURULIA | WEST BENGAL | 723101 | L2 | Rejected-AOC L2 | |
| 3 | L3₹49.9 L+₹5.2 L (11.6%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
Refer Docs
EMD Value
₹97,085
Closing Date
29 Oct 2020, 10:00 amClosed
Executive Engineer
CD-II, APWD, Prothrapur.
Renovation of Type I and II under AE IV CD II Type I BK 6 to 12 Type II 8 to 14 including replace of roofing water supply etc. quarters.
2020_APWD_1249_1
No.28/EE/CD-II/2019-20
Open Tender
Civil Works - Buildings
Works
180 days
South Andaman
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Payable To EE, CD-II, APWD, Prothrapur.
₹97,085
8 Dec 2020
13 Oct 2020
29 Oct 2020
13 Oct 2020
29 Oct 2020
13 Oct 2020
Amount
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 gsm 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 while 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 screws of size (5.5x 55mm) 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 water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
25 mm nominal outer dia .Pipes.
Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
50mm average thickness
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member.
50mm thick in Grade M 25 with cement content not less than 330 kg per cum
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 factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge:
Extruded section Profile size 48x40 mm.
Providing and fixing to existing door frames.
24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a UPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
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).
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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 factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment).
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).
Finishing walls with Acrylic Smooth exterior paint of required shade :
Old work (One or more coat applied @ 0.90 ltr/10 sqm).
Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. as per manufacturer's specification.
One or more coats on old work.
Applying priming coat :
With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
CSE CONSTRUCTION (INDIA) PRIVATE LIMITED
Dhakshna Moorthy and Son
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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