Public Works Department Tender
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Public Works Department - PWD Tender
Metal Plates
Eprocure
Opening Date26 Mar 2021
Closing Date31 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,06,000Document Cost
₹ 900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDPW_576702_1Tender No
922/2A Dated 25-03-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Providing and fixing 12 mm. thick plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level i/c. brick wall for interior plastering upto floor two level i/c. internaal round angles chamfers and/ or round angle not exceeding 80 mm. in girth and findished even and smooth in 1:4 cement and coarse sand as per S.I. No.-583
170
-
135
P/F Flush shutters non-decorative type, core of block board with commercial ply door sutter on both faces 35mm thick i/c Stainless steel butt hinges & including cost of materials, labour T&P etc complete DSR 9.21
25
-
1550
A.C. rain water Pipe
150
-
350
100 mm. dia bend
16
-
99
100 mm. dia Shoe
16
-
45
Tower Bolt 200 mm.DSR 9.97.3
15
-
76
Providing and fixing of false ceiling at all heights including providing and fixing of framework made of special sections power pressed from MS sheets and galvanized with zinc coating of 120g per sqm ( both sides inclusive) as per IS 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.5mm of required length with nuts and bolt of required size and other end of angle hanger fixed with intermediate GI channels 45x15x0.9mm running at the spacing of 1200mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm at 450 mm centre to centre shall be fixed in a direction perpendicular to GI intermediate channel with connecting clips made out of 2.64mm dia x 230 mm long GI wire at every junction including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with help of rawl plugs at 450 mm centre with 25 mm long dry wall screws at the rate of 230 mm interval including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screw of size 3.5x25 mm at 230 c/c including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compounds in three layers covering up to 150 mm on both sides of joints and two course of primer suitable for board all as per manufacturer's specification and also including the cost of making opening for light fitting, grills, diffusers cutout made with frame of perimeter channels suitably fixed, all complete as per drawing, specification and directon of Engineer in Charge but excluding the painting (12.5 mm thick tapered edge gypsum moisture resistant board conforming to IS: 2095- Part I.) DSR 12.45.3
40
-
958
Providing and laying integal cement based waterproofing 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 waterproofing compound conforming to IS: 2645 and approved by engineer-in-charge over the RCC slab including adjointing walls up to 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 20mm 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 adjointing walls up to 300mm 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 20mm thick joint-less cement mortar of mix 1:4(1 cement : 4 coarse sand) admixed with waterproofing compound conforming to IS:2645 and approved by engineer-in-charge inlcuding 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 sq. 3mm 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 specifed by the engineer-in-charge. With average thickness of 120mm and minimum thickness at khurra as 65mm. NOTE :- It is suggested that this method should be adopted after ensuring the structural safety of the structures.
37
-
1050
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.DSR 13.80
172
-
87
Finishing walls with water proofing cement paint of approved make & approved quality on new works with two coat to give an even shade i/c. supply of all material, Labour T&P etc. required for proper completion of the work as per SI. No-660+661
1300
-
68
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with - 4.0 mm thick glass panes , including cost of materials, labour T&P etc complete DSR 10.30.8
58
-
689
Painting or varnishing on Iron works in small area are new wood with one coat of ready mixed priming paint and one coat of approve superior quality ready mix paint of clear synthetic varnish including supply of all materials, labour T&Petc. Required for proper completion of work paint to be used should confirm to the ISI No. 193 1950 as per SI. No. 641 +642
276
-
87
Supply and hoisting of low density polythlene seamless one peace moulded tank sand placing the same in proper position including all taxes, labour and T&P etc for proper completion of the work (Syntax water Tank 500 Litre ) DSR 1649 (Water supply Rs. 5.3 per litre
2
-
2650
P/F of following sizes of G.I. Pipes open/ embded B-Class Judal/J.C.T. m. with G.I. fitting I.S.I. marks and clamps i/c. making good ceiling and floor i/c. supply of all labour, material, T&P etc. required for proper completion of work .DSR18.10.1 25 mm. dia
50
-
247
P/F of following sizes of G.I. Pipes open/ embded B-Class Judal/J.C.T. m. with G.I. fitting I.S.I. marks and clamps i/c. making good ceiling and floor i/c. supply of all labour, material, T&P etc. required for proper completion of work .DSR18.10.1 20 mm. dia
100
-
224
P/F of following sizes of G.I. Pipes open/ embded B-Class Judal/J.C.T. m. with G.I. fitting I.S.I. marks and clamps i/c. making good ceiling and floor i/c. supply of all labour, material, T&P etc. required for proper completion of work .DSR18.10.1 15 mm. dia
140
-
186
S/F of looking mirror 600x450 mm. fancy type with hard board i/c. all labour, material and T&P etc. required for proper completion of work. DSR 17.31
2
-
817
P/F C.P. cocks/ cosieled stop cock 15 mm. dia I.S.I. marked of 400 gm. Wt. including supply of all materials, labour, T&P etc. and i/c. threading the pipe required for proper completion of work.DSR 18.52.1
4
-
545
P/F Towel rail with C.P. Brass brackets fixed to plastic slips with c.p. brass screws. (600 mm long) DSR 17.73.2
4
-
422
Construction of Summer sable Pump including 60Rmt Boring.
1
-
73000
Supply of Rubber mouled Reflective Zig-Zag 80 mm thick precast compressed CC inter locking block, compressive strength shall not be less than 30MPA and weight not less than 5.50kg each block including cost of 50mm thick bedding sand and joint filling with sand all material, labour T&P etc required for proper completion of the work over and including 15 cm thick prepared base with 40mm brick ballast as directed by Engineer-in-charge
150
-
1230
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