Scheduled Tribes And Scheduled Castes Development Department Tender
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Costs
EMD
₹ 32,400Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_STSCD_92019_4Bid Award Id
ViewTender No
ITDA RGDA 01/2023-24Tender Authority
Scheduled Tribes And Scheduled Castes Development Department ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
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Cement concrete (1:2:4) with 12mm size crusher broken hard granite chips including all cost, conveyance, royality, taxes of all materials etc. complete as per the direction of Engineer-in-Charge.
0.43
2837
6599.66
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Rainforced cement concret M-20 grade using 20mm and down graded size crusher broken hard granite chips of approved quality including mixing with concrete mixture, including hoisting and laying in position & compacting with vibrateor to proper design section indlucing all the cost, conveyance, royality & taxes of all materials, labour, rigid smooth centering, shuttering and dismantling the same after 28 days of casting, watering, curing etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
a) Coumn footing
17.06
101980
5977.76
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b) Column & Beam
11.63
159010
13672.41
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c) Plinth Grade Beam
6.26
41794
6676.46
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d) Round Lintel
2.37
23291
9827.61
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e) R.C.C. Stair case
1.57
21379
13617.32
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f) Roof Slabs
11.13
126044
11324.72
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g) Chajjas
18.02
19876
1103.02
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1st Floor
Column & Beam
11.52
177083
15371.87
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a) Round Lintel
2.37
25497
10758.27
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b) R.C.C. Stair case
1.57
24030
15305.76
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c) Roof Slabs
9.8
123035
12554.64
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d) Chajjas
18.02
22639
1256.34
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Supplying M.S./HYSD/Tor steel reinforcement of required diameter of approved quality including Labour charges for cutting, bending, binding and tying the grills and placing in position including cost, conveyance & taxes of reinforcements confirming to ISI standard and binding wire 18 to 20 gauge and as per drawing, design etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
48.69
448160
9204.36
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1st Floor
31.29
288798
9229.74
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9" thick Brick work with Fly AshBricks in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 kg/cm2 immersing the bricks in water not less than six hours before use in masonary including watering and curing for required period with all cost conveyance, royality, taxes of all materials etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
31.07
165155
5315.6
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1st Floor
42.46
237792
5600.4
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Fixing glazed floor tiles(Ceramic), in floors, treads, steps, landings on 25mm thick bed of C.M (1:1) jointed with neat cement slurry mixed with pigaments to match the shades including cost of glazed tiles of size 0.3m x 0.3m with cost conveyance, royality, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
4.95
5550
1121.4
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1st Floor
4.95
5662
1144
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Fixing glazed wall tiles(Ceramic), in dados,rise, walls etc on 12mm thick bed of cement mortar (1:3) jointed with neat cement slurry mixed with pigaments to match the shades including cost of glazed tiles of size 0.2m x 0.3m with cost conveyance, royality, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
11.16
13014
1166.2
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1st Floor
11.16
13366
1197.7
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16 mm thick cement plaster (1:6) over brick work including racking out joints finishing smooth with proper plumb and line watering curing for seven days with cost, conveyance, royality taxes of all materials, labour, T & P required for the work etc. Complete as per the direction of Engineer-in-Charge.
Ground Floor
204.16
45241
221.6
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1st Floor
228.95
51948
226.9
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12 mm thick cement plaster (1:6) over brick work including racking out joints finishing smooth with proper plumb and line watering curing for seven days with cost, conveyance, royality taxes of all materials, labour, T & P required for the work etc. Complete as per the direction of Engineer-in-Charge.
Ground Floor
183.8
28727
156.3
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1st Floor
228.95
36586
159.8
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6 mm thick cement plaster (1:4) over R.C.C works including deep chiping , finished smooth with proper thickness, watering, curing for required days with cost conveyance, royality, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
66.65
11303
169.6
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1st Floor
73.79
12817
173.7
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2.5 cm thick A.S. Flooring using 12 mm size black crusher broken hard granite chips in C.C. (1:2:4) with punning, finished smooth with proper slope and thickness, watering, curing for required days with cost conveyance, royality, taxes of all materials labour etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
68.56
22818
332.82
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1st Floor
74.59
25633
343.66
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Providing, fitting and fixing of M.S panelled doors double leaved shutters with M.S frames made out up the following materials conforming to relevant ISS, ISI frames:- 35 x 35 x 6mm M.S. Angles, shutter style:- Top & Bottom rall 25 x 25 x 3mm M.S Angle, door panel:-1mm CR Sheet. Panel stiffener covering width of each leaf:- 19.50mm, M.S.Flat 3 Nos. on each leaf. Hinges size:- 100mm 6 Nos.(3Nos of each side) but out as per ISS. Hold fast:- 35 x 35 x 6mm M.S Angle 175mm lenght bifurcated at the tip 3 nos of each side: Handle:19mm M.S Flat 4 nos. fabricated. Aldrop:- 2 nos. bought out as per ISS etc. complete as per the direction of Engineer-in-Charge.(EPM rate)
Ground Floor
485.1
41233
85
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1st Floor
562.28
47793
85
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Providing, fitting and fixing of M.S panelled windows double leaved shutters with M.S frames and grills made out up the following materials conforming to relevant ISS, ISI frames:- 35 x 35 x 6mm M.S. Angles, shutter style:- Top & Bottom rall 25 x 25 x 3mm M.S Angle, door panel:-1mm CR Sheet. Panel stiffener covering width of each leaf:- 19.50mm, M.S.Flat 2 Nos. on each leaf. Hinges size:- 100mm 4 Nos.(2Nos of each side) but out as per ISS. Hold fast:- 35 x 35 x 6mm M.S Angle 100mm lenght bifurcated at the tip 2 nos of each side: Handle:19.5mm M.S Flat 2 nos. fabricated (inside). Tower bolt:- 4 nos. bought out as per ISS, Grills -10mm M.S Squar bar @ 100mm spacing on both side etc. complete as per the direction of Engineer-in-Charge.(EPM rate)
1099.2
93432
85
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1st Floor
1593.2
135422
85
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2.5cm thick grading concrete in C.C. (1:2:2) using 10mm & down graded crusher broken hard granite chips for roof making proper slope as per requirement on roof including the cost of all labour materials, leak proofing chemicals sico or equivalent as per ISI Code etc. complete as per the direction of Engineer-in-Charge.
1st Floor
70.13
24393
347.83
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16 mm thick cement plaster (1:6) over brickwork with cement punning for skirting and dadoes, finished smooth with proper thickness, watering, curing for required days with cost conveyance, royality, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
35.46
8446
238.2
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Distempering two coats to walls with distemper of approved shade to give an even shade including 2 coat of white washing, cost conveyance, royality taxes of all materials, labour, T & P required for the work etc. complete and as per direction of Engineer-in-charge, including the cost of all labour materials etc. complete
Ground Floor
270.81
37100
137
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1st Floor
302.73
42442
140.2
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Painting two coat to wall surface with weather paint of approved shade to give an even surface including including all cost of materials, scaffolding, labour, watering & curing T&P etc complete as per direction of Engineer-in-charge.
Ground Floor
183.8
26798
145.8
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1st Floor
228.95
34388
150.2
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Painting two coats of Asian/Burger or equivalent synthetic enamel paints over a coat of primer to Iron work after smoothening the surface by sand papering and filling the neet and holes with best quality of putty with cost, conveyanc, royality, taxes of all materials labours etc. complete as per the direction of Engineer-in-Charge.
Ground Floor
69.48
14500
208.7
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1st Floor
76.62
16396
214
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