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Construction Of Jawahar Navodya Vidyalaya Pagba Kurung Kumey Distt . Arunachal Pradesh Sh Const . Boundary Wall With And Without Stone Work Below Plinth, Pagba, Kurung Kumey-Arunachal Pradesh

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.




Tender Notice

25698136
Corrigendum : Construction Of Jawahar Navodya Vidyalaya Pagba Kurung Kumey Distt . Arunachal Pradesh Sh Const . Boundary Wall With And Without Stone Work Below Plinth
Open Tender
Indian
Arunachal Pradesh
Pagba, Kurung Kumey
28-10-2020

Tender Details

Construction Of Jawahar Navodya Vidyalaya Pagba Kurung Kumey Distt . Arunachal Pradesh Sh Const . Boundary Wall With And Without Stone Work Below Plinth

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Oct-2020 Corrigendum Technical Bid 28-10-2020

Key Value

Document Fees
INR 5000 /-
EMD
INR 482000.0 /-
Tender Value
INR 2.40 Crore /-

BOQ Items

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
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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