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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹9.9 L+₹4,729.38 (0.48%)Rejected-AOC | L2 | Rejected-AOC Lowest 2 |
Tender Value
₹9.0 L
EMD Value
₹13,502
Closing Date
13 Aug 2021, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Assistant Executive Engineer PWD Buildings Subdivision Thrissur
Maintenance works Interior furnishing works
2021_PWD_433638_1
24/2021-22/AEE/B/TSR
Open Tender
Civil Works - Buildings
Item Rate
120 days
Thrissur
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,985
Yes
₹13,502
Yes
17 Sept 2021
6 Aug 2021
16 Aug 2021
6 Aug 2021
13 Aug 2021
6 Aug 2021
Amount
civil work
14.43:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
14.53.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
14.54.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work
OD23313/2021-2022:Washing and cleaning of tiled floor using acid wash as per the direction of Engineer in charge etc. complete
21.1.1.2: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, Aluminnium 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.1.2.2: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)Powder coated aluminium (minimum thickness of powder coating 50 micron)
21.2.1:Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
21.3.2: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 5.50 mm thickness
OD25431/2021-2022:Providing and fixing hylam board in panelling fixed in aluminium doors windows shutters and partition frames with C.P brass/ stainless steel screws etc. complete asper architectural drawings and directions of engineer in charge
21.13:Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete
9.82:Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
OD25417/2021-2022:Designing, fabricating, testing, protection, installing and fixing in position semi(grid) unitized system of structural glazing (with open joints) for linear as well ascurvilinear portions of the building for all heights and all levels, including:a) Structural analysis & design and preparation of shop drawings for the specifieddesign loads conforming to IS 875 part III (the system must passed the proof testat 1.5 times design wind pressure without any failure), including functional designof the aluminum sections for fixing glazing panels of various thicknesses, aluminiumcleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clampsetc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmokeseals, microwave cured EPDM gaskets for water tightness, pressureequalisation & drainage and protection against fire hazard including:b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3Dimentional movement for achieving perfect verticality and fixing structural glazingsystem rigidly to the RCC/ masonry/structural steel framework of building structureusing stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetalliccontacts with nuts and washers etc. of stainless steel grade 316, of the requiredcapacity and in required numbers.c) Providing and filling, two part pump filled, structural silicone sealant and onepart weather silicone sealant compatible with the structural silicone sealant ofrequired bite size in a clean and controlled factory / work shop environment ,including double sided spacer tape, setting blocks and backer rod, all of approvedgrade, brand and manufacture, as per the approved sealant design, within and allaround the perimeter for holding glass.d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thickand of sizes, shapes and profiles, as required as per the site conditions, to seal thegap between the building structure and all its interfaces with curtain glazing tomake it watertight.e) Making provision for drainage of moisture/ water that enters the curtain glazingsystem to make it watertight, by incorporating principles of pressure equalization,providing suitable gutter profiles at bottom (if required), making necessary holesof required sizes and of required numbers etc. complete. This item includes costof all inputs of designing, labour for fabricating and installation of aluminium grid,installation of glazed units, T&P, scaffolding and other incidental charges includingwastages etc., enabling temporary structures and services, cranes or cradles etc.as described above and as specified. The item includes the cost of getting all thestructural and functional design including shop drawings checked by a structuraldesigner, dully approved by Engineer-in-charge.The item also includes the cost of all mock ups at site, cost of all samples of theindividual components for testing in an approved laboratory, field tests on theassembled working structural glazing as specified, cleaning and protection till thehanding over of the building for occupation. In the end, the Contractor shall providea water tight structural glazing having all the performance characteristics etc. allcomplete as required, as per the Architectural drawings, as per item description,as specified, as per the approved shop drawings and as directed by the Engineerin-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extrudedaluminium section capping for fixing in the grooves of the curtain glazing andvermin proof stainless steel wire mesh shall be paid for separately under relevantitems under this sub-head. However, for the purpose of payment, only the actualarea of structural glazing (including width of grooves ) on the external face shallbe measured in sqm. up to two decimal places.Note:-2. The following performance test are to be conducted on structural glazingsystem if area of structural glazing exceeds 2500 Sqm from the certified laboratoriesaccreditated by NABL(National Accreditation Board for Testing and CalibrationLaboratories), Department of Science & Technologies, India. Cost of testing ispayable separately. The NIT approving authority will decide the necessity of testingon the basis of cost of the work, cost of the test and importance of the work.Performance Testing of Structural glazing systemTests to be conducted in the NBL Certified laboratories1. Performance Laboratory Test for Air Leakage Test (-50pa to ? 300pa) & (+50pa to+300pa) as perASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr?2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testingmethod for a range up to 2000 ml.?3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testingmethod for a range upto 2000 ml?4. Structural Performance Deflection and deformation by static air pressure test(1.5 times desing wind pressure without any failure) as per ASTME-330-10 testingmethod for a range upto 50 mm?5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method forQualitative test? Tests to be conducted on site6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi)upto 2000ml?
OD25442/2021-2022:providing and fixing false ceiling of cement fibrer design tiles of size 595 x 595 mm in tube horizontal level suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanized 120 gram per sqm, both side inclusive) consisting of main T runner with suitably spaced joints to get required length and of size 24 x38 mm made from .30 mm thick (minimum) sheet spaced at 1200mm c/c and cross T of size 24 x 25mm made of 0.30mm thick (minimum) sheet 1200 mm long spaced between main T at 600 mm c/c to form a grid of 1200 x 600 mm and secondary cross T of length 600 mm and size 24 x 25 mm made of 0.30m thick sheet to be interlocked at middle of the 1200 x 600m pannel to form grids 600 x 600 mm and wall angle of size 24x24x.03 mm and laying false ceiling tiles of approved texture in the grid including required cutting / making , opening for service like differs, grills, light fittings, fixtures, smoke detectors etc. Main T runner to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4mm GI adjustable rods with gaivanized butterfly ievel clips of size 85x30x 0.80 mm spaced at 1200 mm c/c along main T bottom exposed width of 24 mm of all T - sections shall be pre- painted with polyster paint aii complete for all heights as per specifications, drawings and as directed by Engineer- in- charge
OD23316/2021-2022:Engaging Carpenter for repairs of doors and windows
OD23568/2021-2022:Engaging Coolie
T.J.George
Bidder Name
T.J.George
JOY EO
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