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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | ₹15.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.8 L+₹1.2 L (7.69%)Rejected-AOC | ₹16.8 L+₹1.2 L (7.69%) | L2 | Rejected-AOC L2 |
| 3 | L3₹17.8 L+₹2.2 L (14.1%)Rejected-AOC | ₹17.8 L+₹2.2 L (14.1%) | L3 | Rejected-AOC L3 |
| 4 | L4₹18.2 L+₹2.5 L (16.2%)Rejected-AOC | ₹18.2 L+₹2.5 L (16.2%) | L4 | Rejected-AOC L4 |
Tender Value
₹17.8 L
EMD Value
₹50,000
Closing Date
22 Sept 2020, 11:00 amClosed
Assistant Engineer
O/o the Assistant Engineer Peruvanthanam
WORKS
2020_LSGD_385217_1
111/2020-21/AE/LSGD/PVM
Open Tender
Civil Works - Buildings
Item Rate
90 days
Peruvanthanam grama panchayath
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,830
Yes
online
₹50,000
Yes
12 Jul 2021
15 Sept 2020
24 Sept 2020
15 Sept 2020
22 Sept 2020
15 Sept 2020
Amount
ACP , glass and furnishing
17.7.9 : 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:White Vitreous China Surgeon Type wash basin of size 660x460 mm with single 15 mm C P. brass pillar taps with elbow operated levers ISI marked
50.18.9.7.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.63 mm dia 4 Kgf/cm2
50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
17.32.1 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Circular shape 450 mm dia
18.15.2 : Providing and fixing brass bib cock of approved quality :20 mm nominal bore
50.18.9.9.2 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
50.18.9.22.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
18.50.1 : Providing and fixing C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore
50.17.1.4 : Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
17.16A : Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge
17.28.1.2 : Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete.Semi rigid pipe40 mm dia
18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
19.34.1 : Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement:1 fine sand) including testing of joints etc. complete:100 mm dia
9.141 : Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (±0.2mm), made out of single piece extruded PVC profile, with mitred cut joints and with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer-in--charge.
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
9.142.1 : 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded solid PVC ( ±0.2 mm) thick, having styles & rails (except lock rail ) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinges side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm x 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm x 100 mm of cross section size 35 mm x 17 mm s 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge.Non decorative finish (matt finish)
10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
13.52.1 : 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
11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
od869503/2020_2021 : OPEN STORAGE - Providing and fixing open storage with BWP 16mm plywood, with one side decorative and other side balancing lamination Grade I, Type II exterior grade in shelves with screws and fittings wherever required, edges to be banded with edge band etc complete.including all cost conveyance and labour etc.
od869504/2020_2021 : PARTITION - Providing and fabricating partition formed out of 16mm BWP ply finished with 1mm thick lamination on both sides and the exposed edges of the partition are finished with through feet edge bands ,including all cost conveyance etc complete.
od869505/2020_2021 : DOOR USING BWP - Providing and fixing door with BWP 16mm plywood , with both side decorative lamination Grade I, Type II exterior grade in door with screws and fittings wherever required, edges to be banded with edge band and fixed with auto hinges and SS handles,tower bolt, lock etc complete.including all cost conveyance and labour etc.
od868497/2020_2021 : ACP CLADDING- (Modification of 25.7) Designing, fabricating, testing, installing and fixing in position Curtain Wall with<br>Aluminium Composite Panel Cladding, with open grooves for linear as well as<br>curvilinear portions of the building , for all heights and all levels etc. including:<br>a) Structural analysis & design and preparation of shop drawings for pressure<br>equalisation or rain screen principle as required, proper drainage of water to make<br>it watertight including checking of all the structural and functional design.<br>b) Providing, fabricating and supplying and fixing panels of aluminium composite<br>panel cladding in pan shape in metalic colour of approved shades made out of<br>4mm thick aluminium composite panel material consisting of 3mm thick FR grade<br>mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The<br>aluminium composite panel cladding sheet shall be coil coated, with Kynar<br>500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour<br>and shade on face # 1 and polymer (Service) coating on face # 2 as specified using<br>stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer<br>rods etc.<br>c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised<br>with serrations and serrated washers to arrest the wind load movement, fasteners,<br>SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to<br>prevent bi-metallic contacts all complete required to perform as per specification<br>and drawing The item includes cost of all material & labour component, the cost of<br>all mock ups at site, cost of all samples of the individual components for testing in<br>an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall<br>with aluminium composite panel cladding till the handing over of the building for<br>occupation. Base frame work for ACP cladding is payable under the relevant<br>aluminium item.s The Contractor shall provide curtain wall with aluminium<br>composite panel cladding, having all the performance characteristics all complete<br>, as per the Architectural drawings, as per item description, as specified, as per the<br>approved shop drawings and as directed by the Engineer-in-Charge.<br>However, for the purpose of payment, only the actual area on the external face of<br>the curtain wall with Aluminum Composite Panel Cladding (including width of<br>groove) shall be measured in sqm. up to two decimal places.
od868546/2020_2021 : GLASS CLADDING - (MODIFICATION OF 25.2) Designing, fabricating, testing, protection, installing and fixing in position semi<br>(grid) unitized system of structural glazing (with open joints) for linear as well as<br>curvilinear portions of the building for all heights and all levels, including:<br>a) Structural analysis & design and preparation of shop drawings for the specified<br>design loads conforming to IS 875 part III (the system must passed the proof test<br>at 1.5 times design wind pressure without any failure), including functional design<br>of the aluminum sections for fixing glazing panels of various thicknesses, aluminium<br>cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps<br>etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cumsmoke<br>seals, microwave cured EPDM gaskets for water tightness, pressure<br>equalisation & drainage and protection against fire hazard including:<br>b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of<br>6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3<br>Dimentional movement for achieving perfect verticality and fixing structural glazing<br>system rigidly to the RCC/ masonry/structural steel framework of building structure<br>using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic<br>contacts with nuts and washers etc. of stainless steel grade 316, of the required<br>capacity and in required numbers.<br>c) Providing and filling, two part pump filled, structural silicone sealant and one<br>part weather silicone sealant compatible with the structural silicone sealant of<br>required bite size in a clean and controlled factory / work shop environment ,<br>including double sided spacer tape, setting blocks and backer rod, all of approved<br>grade, brand and manufacture, as per the approved sealant design, within and all<br>around the perimeter for holding glass.<br>d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick<br>and of sizes, shapes and profiles, as required as per the site conditions, to seal the<br>gap between the building structure and all its interfaces with curtain glazing to<br>make it watertight.<br>e) Making provision for drainage of moisture/ water that enters the curtain glazing<br>system to make it watertight, by incorporating principles of pressure equalization,<br>providing suitable gutter profiles at bottom (if required), making necessary holes<br>of required sizes and of required numbers etc. complete. This item includes cost<br>of all inputs of designing, labour for fabricating and installation of aluminium grid,<br>installation of glazed units, T&P, scaffolding and other incidental charges including<br>wastages etc., enabling temporary structures and services, cranes or cradles etc.<br>as described above and as specified. The item includes the cost of getting all the<br>structural and functional design including shop drawings checked by a structural<br>designer, dully approved by Engineer-in-charge.<br>The item also includes the cost of all mock ups at site, cost of all samples of the<br>individual components for testing in an approved laboratory, field tests on the<br>assembled working structural glazing as specified, cleaning and protection till the<br>handing over of the building for occupation. In the end, the Contractor shall provide<br>a water tight structural glazing having all the performance characteristics etc. all<br>complete as required, as per the Architectural drawings, as per item description,<br>as specified, as per the approved shop drawings and as directed by the Engineerin-<br>Charge.<br>Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded<br>aluminium section capping for fixing in the grooves of the curtain glazing and<br>vermin proof stainless steel wire mesh shall be paid for separately under relevant<br>items under this sub-head. However, for the purpose of payment, only the actual<br>area of structural glazing (including width of grooves ) on the external face shall<br>be measured in sqm. up to two decimal places.<br>Note:-2. The following performance test are to be conducted on structural glazing<br>system if area of structural glazing exceeds 2500 Sqm from the certified laboratories<br>accreditated by NABL(National Accreditation Board for Testing and Calibration<br>Laboratories), Department of Science & Technologies, India. Cost of testing is<br>payable separately. The NIT approving authority will decide the necessity of testing<br>on the basis of cost of the work, cost of the test and importance of the work.<br>Performance Testing of Structural glazing system<br>Tests to be conducted in the NBL Certified laboratories<br>1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to<br>+300pa) as per<br>ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”<br>2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing<br>method for a range up to 2000 ml.”<br>3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing<br>method for a range upto 2000 ml”<br>4. Structural Performance Deflection and deformation by static air pressure test<br>(1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing<br>method for a range upto 50 mm”<br>5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for<br>Qualitative test” Tests to be conducted on site<br>6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi)<br>upto 2000ml”
od876816/2020_2021 : FLOOR SPRING 80KG - (21.4.1)Providing and fixing double-action hydraulic floor spring of approved brand and manufacture conforming to IS: 6315, having brand logo embossed on the body/plate with a double spring mechanism and door weight up to 80kg, for doors including the cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single-piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer -in- Charge.<br>With ss cover plate minimum 1.25 mm thickness<br>providing and fitting of stainless steel H type door handle, lock, top patch, bottom patch, etc to the glass door
od876842/2020_2021 : GLASS DOOR SHUTTER - (21.18)Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes, etc. for fixing required door fittings, all complete as per the direction of Engineer-in-charge ( Door handle, lock, and stopper, floor spring, patch fittings etc to be paid separately)
BOBEN VARKEY
JAMES P V
Bidder Name
BOBEN VARKEY
CAPITAL FAB
JAMES P V
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