Scheduled Tribes And Scheduled Castes Development Department Tender
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The Scheduled Tribes And Scheduled Castes Development Department has issued a formal invitation for competitive bids for Construction Of 50 Seated Psh At Karubai Ughs Psh G P Dangalodi Block Rayagada in Rayagada, Odisha, with an estimated contract value of Rs. 1,23,02,744. The bid opening date for this tender is 10-02-2025 and the last date for bid submission is 25-02-2025. Interested bidders for Scheduled Tribes And Scheduled Castes Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,23,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_STSCD_110304_22Bid Award Id
ViewTender No
ITDARGDA 01/2024-25Tender Authority
Scheduled Tribes And Scheduled Castes Development Department ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
Detailed Tender Call Notice
BOQ Items
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Cement concrete (1:3:6) with 4 cm. size hand broken hard granite metals of approved quality including mixing with concrete mixture, lowering & laying in layers not exceeding 300 mm. in depth, ramming compacting to proper thickness, watering, curing for required period including all cost, conveyance, royalty, taxes of all materials etc. complete as per the direction of Engineer-in-Charge. (for Septic Tank)
127.95
7146
914433.06
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iii) Plinth Band
25.43
7065
179667.27
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Fly ash Bricks 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, royalty, taxes of all materials etc. complete as per the direction of Engineer-in-Charge.
A) Plinth and Foundation
35.43
5842
206985.25
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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)
a) Ground Floor
963.9
110
106029
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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.
a) First Floor
348
414
144315.6
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ii) Roof Slabs
2.48
15403
38199.89
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iii) Roof Slabs
47.95
13735
658620.58
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c) 2nd Floor
207.03
182
37805.75
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c) 2nd Floor
86.38
197
17025.5
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vi) Stair Case
3.26
15255
49734.23
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b) First Floor
271.18
192
52175.03
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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, royalty, taxes of all materials labours etc. complete as per the direction of Engineer-in-Charge.
a) Ground Floor
125
252
31525
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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, royalty taxes of all materials, labour, T & P required for the work etc. Complete as per the direction of Engineer-in-Charge.
a) Ground Floor
322.11
270
87001.91
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b) First Floor
271.18
276
75089.74
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Distempering two coats to walls with distemper of approved shade to give an even surface properly including cost conveyance, royalty 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
a) Ground Floor
680.03
163
111368.51
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ii) Column and Beam
36.53
15386
562069.58
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b) First Floor
11.49
1267
14567.02
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iv) Stair Case
3.29
17233
56698.12
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b) First Floor
112.83
6240
704138.18
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Filling in foundation and Plinth with sand well watered and rammed & dressed & level to proper gradient including all cost, conveyance, royalty taxes of all materials, labour, T & P required for the work etc. complete and as per direction of Engineer in Charge.
150.42
971
146142.06
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ii) Round Lintel
7.26
11522
83650.08
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c) 2nd Floor
53.8
171
9243.38
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vii) Chajjas
50.93
1213
61794.39
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b) First Floor
89.25
573
51189.34
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B) First Floor
i) Columns & Beam
34.44
17390
598913.32
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Supplying HYSD/Tor steel reinforcement from SAIL,VIZAG STEEL OR TATA STEEL brand 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.
a) Ground Floor including septic tank
189.03
9330
1763748.2
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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, royalty, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.
a) Ground Floor including septic tank
44.04
289
12736.37
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c) 2nd Floor
86.38
283
24523.28
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iv) Round Lintel
7.26
10496
76201.83
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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, royalty taxes of all materials, labour, T & P required for the work etc. Complete as per the direction of Engineer-in-Charge.
a) Ground Floor
271.18
187
50954.72
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b) First Floor
192.1
1550
297868.34
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c) 2nd Floor
10.88
9396
102236.75
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B) Superstructure
a) Ground Floor
105.68
5875
620880.57
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b) First Floor
10.8
8608
92966.4
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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, royalty & 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.
A) Ground Floor
i) Colum Base and Footing
33.98
6326
214987.04
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b) First Floor
157.79
1374
216882.36
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Labour for fitting and fixing of M.S gates, door frames and window frames as per approved designed etc complete including the cost of all fixing materials and labour etc. complete as per direction of Engineer-in-Charge.
a) Ground Floor
86.57
573
49652.22
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Providing fitting and fixing of WPC Door with frame etc complete with all labour etc complete.
a) Ground Floor
8.1
8608
69724.8
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b) First Floor
190.34
258
49244.76
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b) First Floor
2158.8
110
237468
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b) First Floor
680.03
167
114041.03
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b) First Floor
343.92
213
73254.96
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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, royalty, taxes of all materials labour etc. complete as per the direction of Engineer-in-Charge.
a) Ground Floor
10.8
395
4274.21
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C) 2nd Floor
i) Columns & Beam
5.25
19788
103891.57
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b) First Floor
124.55
9362
1166140.48
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Painting two coat to wall surface with weather paint of approved shade to give an even surface properly including cost conveyance, royalty 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
a) Ground Floor
322.11
173
55725.03
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b) First Floor
1058.4
110
116424
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Fixing glazed Ceramic floor tiles of Premium grade having thickness of 8mm confirming to IS 13755 of size 400mmx400mm Special Plain/printed series in floors, treads, steps, landings on 25mm thick bed of cement mortar (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 a) Ground Floor
11.49
1238
14234.96
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Fixing glazed Ceramic wall tiles of Premium grade having thickness of 6.7mm confirming to IS 13753 of size 200mmx300mm Special Plain/printed series 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 a) Ground Floor
153.99
1334
205468.86
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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, royalty, taxes of all materials, labour etc. complete as per the direction of Engineer-in-Charge.
a) Ground Floor
357.92
207
74339.98
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b) First Floor
271.18
178
48378.51
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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)
a) Ground Floor
2177.4
110
239514
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v) Roof Slabs including septic Tank Slab
47.95
12340
591750.47
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c) 2nd Floor
24.59
6661
163798.91
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