Construction of an entry gate at the west side boundary wall in the location of Existing gate in SNBNCBS SaltLake Kolkata

Amount

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).

Depth not exceeding 1.5 m

Depth exceeding 1.5 m but not exceeding 3 m

Depth exceeding 3 m but not exceeding 4.5 m

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-in-charge. All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials. All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Supplying and filling in plinth with river sand of approved quality 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 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate, rated setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge. (Note: Minimum Cement content 330kg/cum) All works upto plinth level

Centering and shuttering (Steel or Ply) including strutting, propping etc. and removal of form for :Foundations, footings, Pile cap, bases of columns,pedestal, column , Tie beam etc. for mass concrete

Steel reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with common burnt clay FPS (non modular) bricks of class designation 7.5 in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

20 mm cement plaster on rough side of single or half brick wall and concrete wall of mix 1:4 (1 cement : 4 coarse sand)

Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 kgs cement used in cement mortar as per directions of Engineer-in-Charge.

Neat Cement punning

Structural steel work riveted, bolted or welded in built up sections, plate, trusses, grill and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface etc. complete.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on Wood/steel work :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10sqm over and including two priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable out side of the campus as per direction of Engineer-in-charge. In cement mortar.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material out side of the campus as per direction of Engineer - in- charge.

Cutting chase upto 125 x 150 mm. and subsequent mending of damages.

in brick wall [Cement-3.6 Kg/Mtr]

in concrete wall [Cement-3.6 Kg/Mtr]

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

With cement mortar 1:4 (1 cement : 4 fine sand)

With cement mortar 1:4 (1cement: 4 coarse sand)

Designing, fabricating, testing, installing and fixing in position Curtain Wall on Steel structure, canopy 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: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) 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 silicon sealant, backer rods etc. (c) 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/ strucure for occupation. Base frame(Aluminium) work for ACP cladding is inclusive of the item. TheContractor 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.

Box cutting or filling in road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfiaction of and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary.Depth upto 300 mm

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 to more than 5 mm) including making drainage opening wherever required complete etc as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment) (Precast CC kerb stone shall be approved by Engineer-in-charge.

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications :( Note: chipping the concrete surface properly prior to applying tack coat . rate of chipping inclusive of tack coat)-On W.B.M. and concrete surface @ 0.75 Kg / sqm

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). -With paving Asphalt grade VG - 30 with no solvent

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

Supply, installation, Testing & commissioning of 32 MM DIA pvc rigid pipe conduit with required accessories/support/saddling joints etc (Make: AKG/ BEC/ Equivalent make)

Supply, laying, testing and commissioning of Heavy Duty 100 mm dia GI pipe under road / paved area crossing etc. including excavation back filling ramming and making good. (Make: TATA/ JINDAL/ Equivalent make)

Supply, installation, testing and comissioning of Gate Canopy lighting 70 watt including all necessary electical light point wiring with conduiting / cabling from the existing desired source (Cat No: Philips BY286V LED90S CW SK PSU FG WH 1 X LED / Equivalent make)

Supply, installation, testing and comissioning of LED based Flood light, housing made up of pressure die cast aluminum Alloy with effective thermal management,sturdiness and embossed brand name/logo name of manufacturer. The fixture should have a minimum system efficacy of 85 lumen/Watt and a minimum system lumen output of 6000 lumens and maximum system wattage of 70 Watts.The fixture shall have a CRI of minimum 70, CCT of 3000K. The fixture shall be designed for a system life of 30,000 hours @70% lumen maintenance. Ingress Protection of IP65 and Mechanical Impact Resistance Rating of IK >=07.The fixture driver should have an operating voltage range of 120-277 V, surge protection of >=4KV, PF >0.9 and THD<10%. The fixture should comply with the parameters as per IS10322. The LED driver should comply to IEC61000-3-2 ed.3.2, 2009 for Harmonics, IEC61347 -2 -13, 2006 in Conjunction with IEC61347-1 ed.2.0, 2007 for Electrical Safety, IEC62384 ed.1.1, 2011 for performance and IEC61547 ed.2.0, 2009, CISPR-15 for EMI. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters including all necessary electical light point wiring with conduiting / cabling from the existing desired source (Make: Philips-BVP181 LED62 WW PC WB 70W 120-270 PSU/ Equivalent make)

Taking out existing steel gate and store/stack within the campus in a proper place as per instruction of Engineer-in-Charge.

Supplying, making and fixing steel signage with lettering "S. N. BOSE NATIONAL CENTRE FOR BASIC SCIENCES, J. D. BLOCK, SECTOR -III, SALT LAKE, KOLKATA -700106" made of 20 SWG high quality stainless steel (SS 316) of approved colour, design fixed at the west side entrance gate with approved quality clamp and other fixture, shall be 150mm height "S. N. BOSE NATIONAL CENTRE FOR BASIC SCIENCES" and 100mm height "J. D. BLOCK, SECTOR -III, SALT LAKE, KOLKATA -700106" on ACP surface at any height. Quoted rate shall be include cost of mending good damages etc complete as per instruction of Engineer-in Charge.

Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.-8mm thick-Granite of any colour and shade

M/S CHARU FURNITURE

MAJUMDER CONSTRUCTION