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Contact
Tender Id
290745Tender No
E1/MMC-123/2021-22Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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BOQ Items
Construction of Community Hall;BLD-CSTN-3-15- ( 31 ) -B: Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site , including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering and suttering charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS.Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted. Columns Pedastral
3.26
-
34215.69
Construction of Community Hall;BLD-CSTN-3-14-(31) - A : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site . sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering and suttering charges etc.,complete but excluding seignorage charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code for PLINTH, PEDESTALS and FOOTINGS. ( Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted) Plinth Beams
1.98
-
24448.11
Construction of Community Hall;BLD-CSTN-3-15- ( 31 ) -B: Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site , including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering and suttering charges, cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS.Note : 1) The cement content is adopted as 380Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 380 Kgs/ Cum the defference in cost shall be deducted. Columns in Ground Floor
2.23
-
28361.21
Construction of Community Hall;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc. all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges (APSS No. 402) with minimum cement content as per IS code for finished item of work. for RCC SLABS, BEAMS ( using Steel Scaffolding ) Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 350 Kgs/ Cum the defference in cost shall be deducted. Roof Beams (Ground Floor)
2.95
-
34566.42
Construction of Community Hall;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc. all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges (APSS No. 402) with minimum cement content as per IS code for finished item of work. for RCC SLABS, BEAMS ( using Steel Scaffolding ) Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 350 Kgs/ Cum the defference in cost shall be deducted. Roof Slab 125mm thick- Ground Floor
8.4
-
94637.59
Construction of Community Hall;BLD-CSTN-3-16-(31)-C : Supply and placing of the M-20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc. all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, vibrating, curing, centering, shuttering charges etc.,complete but excluding cost of steel and its fabrication charges (APSS No. 402) with minimum cement content as per IS code for finished item of work. for RCC SLABS, BEAMS ( using Steel Scaffolding ) Note : 1) The cement content is adopted as 350Kg/cum for estimating purpose only.The exact quantities will be as per mix design. 2) As per mix design, if the cement content is found to be less than 350 Kgs/ Cum the defference in cost shall be deducted. Stair Case waist Slab 175mm thick - Ground Floor
2.25
-
22795.58
Construction of Community Hall;BLD-CSTN-2-9 (17): Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
50.4
-
1719.65
Construction of Community Hall;BLD-CSTN-6-12-(67) : Construction of RR Masonary in Cement Mortor ( 1:8 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including, labour charges for cutting Stones to required size and shape, mixing of Cement Mortor ,Construction, curing etc., complete for finished item of Work .
21.71
-
93730.54
Construction of Community Hall;BLD-CSTN-6-12-(67) : Construction of RR Masonary in Cement Mortor ( 1:6 ) Prop using hard granite stone including cost & Conveyance of all materials like Cement, Sand , Water, Granite Stones, including, labour charges for cutting Stones to required size and shape, mixing of Cement Mortor ,Construction, curing etc., complete for finished item of Work .
10.85
-
48186.15
Construction of Community Hall;BLD-CSTN-5-4-(42): Brick Masonary 2nd Class Ground moulded or treditional size 23x11x7 Cm in Cement Mortor 1:6 Prop including Cost & conveyance of all Materials like Cement, Sand, Bricks, Water, etc., to site cost of, including all labour charges like mixing Cement Mortor, scaffoding charges lift charges, curing charges etc., complete for finished item of work
17.83
-
115354.22
Construction of Community Hall;BLD-CSTN-8-9-(84) : Plastering 20mm thick in two coats with base coat of 16mm thick in C.M. (1:6) and top coat of 4mm thick in C.M. (1:3) with dubara sponge finishing including cost & conveyance of all materials like cement, Sand , Water, etc., to site, seigniorage charges, all operational, including charges, labour charges for mixing mortar, finishing, scaffolding, lift charges, curing , including cutting grooves where ever necessary etc., complete for finished item of work of uneven surfaces of walls. (External walls)
240.83
-
121715.48
Construction of Community Hall;BLD-CSTN-5-11 (49) : 11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work First Floor
6
-
4942.14
Construction of Community Hall;BLD-CSTN-5-11 (49) : 11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work Second Floor Second Floor
5.9
-
4859.77
Construction of Community Hall;BLD-CSTN-4-1-(34): Providing High Yield Strength Deformed (HYSD)/ Mild steel (MS) steel bars (Fe 500/550/550D) grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)
2847.73
-
235080.11
Construction of Community Hall;TBSC-L.I-12: Providing and fixing of door frames factory made, internal door frames without threshold, fabricated from pre painted cold roll formed section 100 mm x 60 mm made of galvanized (base steel as per IS-513 ?D? quality galvanized as per IS-277 with Zinc of 120 Gms/sqm) steel colour coated sections with total coated thickness of 1 mm primer coated with epoxy primer of 5-7 microns thick finish painted with polyester paint of 12-16 microns and back coated with alkyd backer of 5-7 microns, the frame section filled with polyurethane (PU Foam) of 40 kg/Cu.m and the sections cut to length and mitre joined by means of 1.25 mm thick CRCA electroplated corner brackets of size 75 x 75 mm and 1.25 mm thick electroplated stiffeners of size 150 mm for fixing hold fasts and hinges with MS Powder coated fittings a) 6 Nos M.S. Z Type hold fasts made of 30 mm x 3 mm MS flat of 230 mm long, 3 Nos each size expandable PVC covered screw type fasteners b) 2.5 mm x 300 mm long ?T? hinges /2.5 mm x 50 mm x 50 mm x 100 mm two way but hinges (3 Nos for single leaf or 2 Nos for Double leaf/leaf) c) 12 mm dia MS tie rod at bottom with necessary size of nuts on either side.
6.64
-
3311.83
Construction of Community Hall;TBSC-L.II-11 : Supply and Fixing 35 mm thick Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick conforming to IS:2202, fitted with 1no. 300 mm long MS Aldrop, 2 nos. 125 mm lond Aluminium door handle, 1 no. 250 mm long Aluminium tower bolt, 1 no. 250 mm long Aluminium door latch & 1 No.Aluminium door stopper including cost and conveyance of all material and all fixtures etc, complete.
2.56
-
8283.55
Construction of Community Hall;TBSC-L.III-02: Providing and fixing 30mm thick FACTORY MADE BOTHSIDE PRELAM SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of MS. Tubes of 19gauge thickness and size of 19mmX19mm for stiles, top and bottom rails. MS. Frame shall have a coat of steel primers of approved make and manufacture. MS. Frame covered with 5mm thick heat molded Prelam Pac ?C? channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 450 angle on either side forming stiles; and 5mm thick, 95mm wide Prelam Pac sheet out of which 75mm shall be flat and 20mm shall be tapered in 450 on the inner side to form top and bottom rail 115mm wide Prelam Pac sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rail shall be provided either side of the panel. 10mm (5mmX2) thick, 20mmwide cross Pac sheet shall be provided as gap insert for top and bottom rail. Paneling of 5mm thick both side Prelam Pac sheet to be fitted in the MS. Frame welded/ sealed to the stiles & rails with 7mm (5mm+2mm) thick X 15mm wide Pac sheet beading on inner side, and joined together with solvent cement adhesive etc. an additional 5mm thick Pac strip of 20mm width is to be stuck on the interior side of the ?C? channel using Pac solvent cement adhesive etc. complete as per direction of Engineer ? in- charge, manufacture specification and drawing
6.3
-
17844.25
Construction of Community Hall;TBSC-M.II-03 : Providing and fixing of Two shutter Sliding Windows made of Galvanized Steel as per IS 513, D quality, galvanized as per IS 277 with powder coated with Pure polyester powder up to 50-60 microns thick with total coated thickness of 0.8 mm for Outer Frame and 0.58 mm thickness for Sliding Shutter Section, the Outer Frame for Two Tracks with Grill provision size of 90 mm x 50 mm and the Window Shutter section of 58 mm x 36 mm and the outer Frame with two integrated guide tracks of 12mm width and 24mm deep for provision to slide the Shutter / sash frame and facilitates with a water drain outlet component made of PVC and the shutter frame fitted with 5mm thick plain float glass of reputed make and fixed with EPDM weathering seal resistant accessories and handle made of Alumimium 1 No. per each shutter including installation of window system at site using anchor fasteners, Silicon sealant applied at the Outer frame corners inclusive of conveyance of all materials accessories, labour charges, and erection at site with complete finished item of work for Window with Two Sliding Shutters and with Grill
13.5
-
91626.26
Construction of Community Hall;BLD-CSTN-12-5(172) Painting to new walls with 2coats of waterproof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remain soft loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc.complete for finished item of work as per SS 912 for internal walls
240.83
-
54788.83
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