Urban Development And Housing Department has published Construction Of Jawahar Navodya Vidyalaya Pagba Kurung Kumey Distt . Arunachal Pradesh Sh Const . Boundary Wall With And Without Stone Work Below Plinth. Submission Date for this Tender is 28-10-2020. Building Work Tenders in Pagba, Kurung Kumey Arunachal Pradesh. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 13-Oct-2020 | Corrigendum | Technical Bid | 28-10-2020 |
Name of Work: CONSTRUCTION OF JAWAHAR NAVODYA VIDYALAYA, PAGBA, KURUNG KUMEY DISTT. ARUNACHAL PRADESH (SH:: C/O BOUNDARY WALL WITH & WITHOUT STONE WORK BELOW PLINTH | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Boundary wall without filler wall | |||
2 | 1.01 | EARTHWORK \n 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 kind of Soil | 877.07 | cum | |
3 | 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 782.4 | cum | |
4 | 1.03 | 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): 10 graded stone aggregate 40 mm nominal size) | 89.22 | cum | |
5 | 1.04 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 524.05 | sqm | |
6 | 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 999.79 | sqm | |
7 | 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 884.47 | sqm | |
8 | 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. @ 100 kg/cum | 19502.1 | Kg | |
9 | 1.08 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. @ 100 kg/cum | 7617.46 | Kg | |
10 | 1.09 | 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, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level | 263.08 | cum | |
11 | 1.1 | 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, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level | 60.3 | cum | |
12 | 1.11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 225.7 | cum | |
13 | 1.12 | 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) | 98.39 | cum | |
14 | 1.13 | Steel work welded in built up sections/ framed work, ncluding 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 | 3578.79 | kilogram | |
15 | 1.14 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. | 1404.64 | sqm | |
16 | 1.15 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) | 1404.64 | sqm | |
17 | 1.16 | 6mm plaster | 1647 | sqm | |
18 | 1.17 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 4456.29 | sqm | |
19 | 1.18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 63.31 | sqm | |
20 | 1.19 | 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) | 1057.98 | metre | |
21 | 1.2 | Boundary wall with filler wall | |||
22 | 1.21 | 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 kind of Soil. | 288.15 | cum | |
23 | 1.22 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 252.06 | cum | |
24 | 1.23 | 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): 10 graded stone aggregate 40 mm nominal size) | 33.12 | cum | |
25 | 1.24 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 214.92 | sqm | |
26 | 1.25 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 444.35 | sqm | |
27 | 1.26 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 295.33 | sqm | |
28 | 1.27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 10050.8 | Kg | |
29 | 1.28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3264.62 | Kg | |
30 | 1.29 | 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, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chargeAll works upto plinth level | 100.36 | cum | |
31 | 1.3 | 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, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-chargeAll works above plinth level upto floor V level | 32.65 | cum | |
32 | 1.31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 96.73 | cum | |
33 | 1.32 | 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) | 42.17 | cum | |
34 | 1.33 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 170.032 | cum | |
35 | 1.34 | Steel work welded in built up sections/ framed work, ncluding 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 | 1533.77 | kilogram | |
36 | 1.35 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. | 601.99 | sqm | |
37 | 1.36 | 6 mm cement plaster of mix : | 830 | sqm | |
38 | 1.37 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) | 605.47 | sqm | |
39 | 1.38 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 1954.54 | sqm | |
40 | 1.39 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 27.13 | sqm | |
41 | 1.4 | 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) | 453.42 | metre | |
42 | 1.41 | Gate | |||
43 | 1.42 | EARTHWORK 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 kind of Soil | 14.52 | Cum | |
44 | 1.43 | Backfilling of Excavated Earth | 8.71 | Cum | |
45 | 1.44 | Supply Chemical emulsion for Anti Termite Treatment | 5.76 | Ltr | |
46 | 1.45 | Anti Termite treatment | 5.76 | Sqm | |
47 | 1.46 | 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): 10 graded stone aggregate 40 mm nominal size) | 1.23 | Cum | |
48 | 1.47 | 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, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level | 3.21 | Cum | |
49 | 1.48 | 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, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level | 5.59 | Cum | |
50 | 1.49 | Add for Extra cement in RCC M-25 | 8.8 | Qtl | |
51 | 1.5 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 12.44 | Sqm | |
52 | 1.51 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 1.08 | Sqm | |
53 | 1.52 | C&S of Extra for additional height over 3.5m | 49.99 | Sqm | |
54 | 1.53 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 49.99 | Sqm | |
55 | 1.54 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 964 | Kg | |
56 | 1.55 | Fixing with 15x3 mm lugs 10 cm. long. | 950.96 | Kg | |
57 | 1.56 | Providing and applying plaster of paris putty of 2 mm thickness | 49.99 | Sqm | |
58 | 1.57 | 6mm Ceiling Plaster 1:3 | 49.99 | Sqm | |
59 | 1.58 | Prenimun Acrylic Smooth Exterior Paint | 49.99 | Sqm | |
60 | 1.59 | Primmer Coat on Steel Work | 41.78 | Sqm | |
61 | 1.6 | Synthetic Enamel Paint | 41.78 | Sqm | |
62 | 1.61 | Supply & Filling Good Earth Carriage | 8.71 | Cum | |
63 | 1.62 | Construction of RCC sentry Booth with plinth area of 5 sqm as per drawing. | 5 | Sqm. |
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