UT Administration Of Dadra And Nagar Haveli Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Dadra And Nagar Haveli Tender
UT Administration Of Dadra And Nagar Haveli Tender
Civil And Construction
Building Construction
Eprocure
Opening Date4 Jan 2025
Closing Soon13 Jan 2025
Tender Amount₹ 27,49,011
Costs
EMD
₹ 55,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UTDNH_7422_1Tender No
E-Tender Notice No. 60 of 2024-25 (Bldg)Tender Authority
UT Administration Of Dadra And Nagar Haveli ViewPurchaser Address
-Website
http://dnhtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Dismentling steel work including distempering and stacking the materials with all lead and lift.
85
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Excavation for foundation up to 1.50 MT depth including sorting out and stacking of useful materials and disposing the excavated stuff at all leads upto safe disposal site as directed by engineer in charge (B) Dense or hard soil
174.9
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Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum
15
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Providing material and labour for filling in Foundation and plinth with RUBBLE under floors including filling gravel in gaps and consolidating deposited layers by ramming water etc. complete
3
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Construction of granular Sub base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401, (As per Code No.4-1 NH SOR 2022-23)
19.1
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Providing and laying cement concrete 1:3:6 (1-Cement : 3 coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth
29.5
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Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete
38.1
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Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.
93.6
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Providing and laying controlled cement concrete M.200 and curing complete including the cost of formwork and excluding cost of reinforcement for reinforced concrete work in Lintels, Beams, Girders and Cantilever upto floor two level etc complete as directed by Engineer-incharge.
19.3
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Providing and laying controlled cement concrete M.200 and curing complete including the cost of formwork and excluding the Cost of reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts upto floor two level. etc complete as directed by Engineer-incharge.
12.4
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Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.
73.2
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Providing material and labour for Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B) Conventional
72.4
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Providing and laying controlled cement concrete M.200 and curing complete including the cost of formwork and excluding cost of reinforcement for reinforced concrete work in (C) Slabs, landing, shelves and Cantilever upto floor two level, etc complete as directed by engineer-incharg
4.5
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Providing material and labour for TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
5351
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Providing material and labour for 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete
918.1
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Providing material and labour for 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand)
90.7
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Providing material and labour for Finishing wall with weather proof exterior mulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete
918.1
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Providing and fixing sliding compound gate of 100mm x 50mm M.S. Rectangular pipe and below vertical 50mm x 25mm M.S. rectangular pipe placed at 80mm c/c with rframe and providing above Horizontal 50mm x 25mm rectangular pipe and middle support of the vertical pipe. Also providing and fixing of wicket gate at site and providing wheel and pulley including fixture and fastenings, locking arrangement and fxing in position in plumb including priming coat of red oxide paint and two coat of approved quality oil paint etc. complete.
13.2
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Providing material and labour for 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for antiskit
30.2
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Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry
16.4
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Providing Material, Labour and equipments for Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : including Khurra & Gola work With average thickness of 120 mm and minimum thickness at khurra as 65 mm, etc complete as directed by engineer-incharge.
14.4
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Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement.
14.4
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Providing material and labour for fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.
162.5
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Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter having extra reinforcement on sides & edges in polish finish. The core of the shutter & frame is to be filed up with injected polyurethene foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. The whole FRP frame & shutter is to be water proof weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws & alluminium S.S fixtures & fastenings & fastener sleeve.
6
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Providing material and labour for fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacings and frame alround, square or round bars with round headed bolts and nuts or by screws. (B) ORNAMENTAL GRILL
177
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Providing material and labour for laying chequered precast cement concrete
tiles 22mm thick with aggegate of sizes upto 6mm in floors, treads of steps and landings on 20mm thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse sand) joint with neat cement slurry with pigments to match the shade of the tiles.
65.4
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Providing material and labour for making BLACK GRANITE STONE OVAL COUNTER WASH BASIN of 0.60mt wide with vertical & Horizontal support of granite stone and having bottom Slab of 25mm to 30mm thick kadappa stone fixing with cement mortar 1:4 ( 1 cement :4 fine sand) and neat cement slurry as per requirement including cutting the granite stone & Providing & fixing oval shape wash basin of 22” x 16” size white colour in line & level. All exposed Edges of granite should be moulded including all accessories like pillar cock(swan neck type), flexible inlet pipe 15mm dia, C.P brass waste coupling 32mm, PVC waste pipe 32mm etc. as directed by engineer in charge.
10.4
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Providing material and labour for Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like
1883.7
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
371
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Providing material and labour for Supplying and fixing galvanized steel BARBED WIRE (I.S. 278 – 1982 type I ) weighting 9.38 kg/100 mts. (Min) straining and fixing to any type of standard rails straining bolts including curing with and provision of galvanized mild steel wires stapples or steel pins etc. as desired ( posts struts and concrete shall be paid separately ).
2226
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Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with white lead complete excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet.
36
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Providing material and labour charge for fixing Powder coating Alluminium WINDOW TWO TRACK with bottom top frame @ wt. 0.695 kg/mt and vertical track frame 61.85 x 31.75 x 1.30 mm wt. 0.659 kg/mt including window section – inter lock, bearing bottom and alluminium Handle section size 38 x 18 x 1.63 mm with 0.56mm mosquito net gasket and heavy bearing on bottom side with locking arrangement and other fixture and fastening etc. complete as directed by Engineer in charge.
19.8
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Providing and fixing window having extruded aluminum Colour anodized section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456 Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.
20.7
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Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials.
48
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Construction of B.B. Masonary Kundi of clear inside dimension size 0.60M x 0.45M x 0.45M with 23cm thick B.B. masonary wall in C:M 1:6 including required excavation, C.C. 1:5:10 15cms. Thick refilling 12mm thick cement plaster to masonary and floor C.C. layer and fixing the cast R.C.C. manhole cover of size 0.60M x 0.45M With frame and white/ colour wash etc. complete.
5
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(B) Providing sock pit of 5.00 Cu.M. Volume including excavating and filling brickbats with dry masonry work at top for 45cm. height including covering the top with stone including providing vatas in C.M. 1:3 with finishing curing etc. complete as directed.
1
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Supplying and erecting approved make Bracket fan of 230 volt, A.C. 50 Cy/s., 400/450 mm sweep complete erected on wall or with lead Cores and connections complete. Cat.II
32
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