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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.7 LAccepted-AOC 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹91.6 L+₹3.9 L (4.43%)Rejected-Finance | L2 | Rejected-Finance Not L1 Bidder | |
| 3 | L3₹94.3 L+₹6.6 L (7.51%)Rejected-Finance | L3 | Rejected-Finance Not L1 Bidder | |
| 4 | L4₹1.1 Cr+₹20.3 L (23.2%)Rejected-Finance | L4 | Rejected-Finance Not L1 Bidder | |
| 5 | L5₹1.1 Cr+₹25.7 L (29.3%)Rejected-Finance | L5 | Rejected-Finance Not L1 Bidder |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
18 Oct 2023, 6:00 pmClosed
AGM Engg Civil
LBSI Airport Varanasi
Provision of Tensile Membrane(PVC/PVDF coated) shade for car parking and automatic sliding door at entrance gate of Technical Block, carpet tiles in New ATC Tower, storm water drain from new Technical Block to new Fire Station and C/o of brick wall p
2023_AAI_168945_1
AAI/VNS/ENGG/Canopy/eNIT-106
Open Tender
Civil Works - Buildings
Item Rate
180 days
LBSI Airport Varanasi
Please refer Tender documents.
15 documents required · 15 mandatory
₹1,180
₹2.6 L
29 Jan 2024
27 Sept 2023
20 Oct 2023
28 Sept 2023
18 Oct 2023
5 Oct 2023
28 Sept 2023 - 2 Oct 2023
Amount
Civil Works
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)
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing 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 de rived from natural sources)
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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)
Providing and fixing bolts including nuts and washers complete.
Providing, Fabricating, Assembling, painting, hoisting, erecting and placing in position MS Built-up section/Tubular Structure ( MS built-up section :-Rolled section & plates confirming to IS 2062 minimum required grade E250,Tubular Structure:- made from Steel hollow sections, ISI marked from SAIL / RINL / TATA/JINDAL/APPOLO, conforming to IS 1161/4923/1239, minimum required Grade YST 240, in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections etc. using water jet 3-D cutting system for obtaining smooth 3-dimensional curvature, SAW/MMAW/MIG welding process with special plate connectors, pinion joints, plates, hollow sections to all heights, tools and plants and necessary scaffoldings etc. required for all operations involved. The structural members shall be painted with 250 DFT anticorrosive protection coating using Paint/Primer of approved make with one or two coat of Epoxy Primer cum MIO 150 microns thick and final coat of polyurethane paint 100 microns thick (to be applied in 2 coats). Up to all heights including preparation of the surface by copper slag blasting before application of primer/paint as per SA2.5 standard. The item shall be executed as per approved drawings and direction of the Engineer-in-Charge complete. (Note: The work shall be executed as per manufacturer’s specifications wherever applicable, relevant code of practice and sound engineering practice.)
Providing, fabricating, assembling and erection of Tensile Fabric Roof along with Mehler Texnologies Valmex Type-II Mehatop N or Serge Ferrari TXA - 900 F (Article B4617) Type-II fabrics or Sattler Pro-Tex Atlas-TFX type-II or equivalent having weight of 900 g/sqm with flame retardant as per particular specification. PVDF lacquer on both sides. Colour of the fabric should be white, Conditional Warranty of 20 years on the fabric, over steel frames with all fittings and fixtures such as Galvanised MS Membrane/ End Plate, Shackles, Rigging Screws, Turnbuckles, swedge, fork, keder rods & galvanized MS strands/ cables with stainless steel end terminals complete as per Drawing/ Detail & as per specifications and as per the instructions of Engineer-in-charge. (Rate includes cost of fabric , shop drawings, forming, cutting, fabrication, hot weld stich of fabric, Transport to the site, assembling and installation with GI cables, hardware, Aluminium flat, EPDM gasket and required accessories wherever required complete including lifts up to all heights, tools and plants, and necessary scaffolding etc. required for all operations in all respect.) Supporting steel frame shall be paid separately under structural steel item. (Note: Actual Plan area of canopy shall only be measured for payment.)
Providing Engineering Consultancy Services for Steel structure for tensile fabric roofing structure ,RCC foundation work, rain water drainage i/c soil testing for load bearing capacity with all relevant calculation sheet and design vetted by I.I.T/NIT, detailed Construction drawings and revision of drawing if required during execution etc. as specified in tender document and any other details related to consultancy work which are essential for successful execution of works etc complete as per particular specification and direction of EIC.
Providing & Fixing of carpet tiles of available size of Indian made with manufacturer specification, nylon 6, Tufted , Textured loop pile, tiles with protective treatment soil/stain resistant(AATCC 175-2008/ITTS 002, Smoke Density Test ASTM E662, with PVC Backing, 1/10, Loop Infinity, Pile Thickness 3 to 3.5 mm, SPI 10, density 5200-5500 gsm/cubic yard, 100% solution dyed, total thickness 5 mm((± 0.5 mm), Tufted Pile Weight 18 OZ/Sqyd, Light Fastness (AATCC 16 E), Static Electricity (AATCC 134 -1996), green label plus for indoor air quality (CA 01350), CRI Green label plus certificate, NSF 140 Gold Certified, Manufacturer should be USGBC LEED V4 GOLD for factory. Carpet tiles to be installed over existing cement based smooth surface. The carpet tiles shall be laid completely by using SR 505 or equivalent which a synthetic rubber based solvent containing contact adhesive for multipurpose application. The carpet tiles of make, size, pattern, colour etc. and adhesive as approved by EIC based on specification of this item, shall be supplied, installed etc. in all respect complete as per satisfaction of Engineer-in-Charge.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes
Providing and fixing in position pre-cast R.C.C. manhole cover andframe of required shape and approved quality. EHD - 35 Circular shape 560 mm internal dia
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
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)
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 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)
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
Rahul Constructions
ANAND AUTOMATIC SYSTEMS DELHI
K N RAI
M/s BSA Construction
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