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Tender For Civil Work Construction Of Entry Gate And Boundary Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah ( S ) A Construction Of Entry Gate And B / Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah (, vihar-Delhi

Municipal Corporation Of Delhi has published Tender For Civil Work Construction Of Entry Gate And Boundary Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah ( S ) A Construction Of Entry Gate And B / Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah (. Submission Date for this Tender is 11-03-2024. Civil Work Tenders in vihar Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

42763576
Tender For Civil Work Construction Of Entry Gate And Boundary Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah ( S ) A Construction Of Entry Gate And B / Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah (
Open Tender
Indian
Delhi
vihar
11-03-2024

Tender Details

Civil Work Construction Of Entry Gate And Boundary Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah ( S ) A Construction Of Entry Gate And B / Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah ( S ) Zone.-Construction Of Entry Gate And B / Wall Repair In Budha Park In Pocket-I Mayur Vihar Phase-I W.No. 191 Shah ( S ) Zone., Dsr Dar Civil-2018 And Approved Items Zone.

Key Value

Document Fees
INR 590 /-
EMD
INR 19047.0 /-
Tender Value
INR 7.92 Lakhs /-

BOQ Items

Work Name: Construction of Entry Gate and B/Wall repair in Budha park in Pocket-I Mayur Vihar Phase-I W.No. 191 Shah(S) Zone.-Construction of Entry Gate and B/Wall repair in Budha park in Pocket-I Mayur Vihar Phase-I W.No. 191 Shah(S) Zone., DSR DAR CIVIL-2018 and approved items
Sl. No. Item Description
1const. of Entry Gate and B/Wall
22.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All Kinds of soil
34.1.10:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
45.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
55.1.2: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 derived from natural sources)
65.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
75.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
85.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
95.3:Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
105.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
116.4.1: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 1:4 ( 1 cement : 4 coarse sand)
128.14.2.5:Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing.30 mm thick
138.14.4.5:Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : White sand stone - Exposed face machine cut and table rubbed with rough backing.30 mm thick
148.15:Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
158.16:Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
1611.53:Providing and fixing Glass mossaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineer-in-charge.The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same.The rate is inclusive of all operation, material and required pattern approved by Engineer-in-charge.
17110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge
1813.71:Lettering with black Japan pint of approved brand and manufacture
1910.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
2013.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
21110.9.1:24mm thick washed marble chips plaster on exterior walls of height up to 10 m above ground level in two layers under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement/sqm, top layer 12mm thick cement marble chips plaster 4:7 (4 cement : 7marble chips 4mm size of required colour) in panel with grooves all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the marble chips complete as per specifications and directions of Engineer in charge (payment for providing groove shall be made for separatelyUsing ordinary cement in top layer
2213.73.1:Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and directions of the Engineer-in-Charge:15 mm wide and 15 mm deep groove
2310.25.2:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2416.53: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 2.4 m or 3.00 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 angel iron, all complete as per direction of Engineer- in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm 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)
2510.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
261.1.1_01:Disposal of materials by mechanical transportincluding loading ,unloading and stacking lime ,moorum, buildingrubbish for lead 1 km
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