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 Anija Sevashram Psh G P Kerada Block Rayagada in Rayagada, Odisha, with an estimated contract value of Rs. 1,21,04,018. 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.

Scheduled Tribes And Scheduled Castes Development Department Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date10 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 1,21,04,018 
Notes
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Costs

Description

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BOQ Items

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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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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

196.66

9311

1831256.62

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v) Roof Slabs including septic Tank Slab

47.95

12018

576297.62

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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

1321

203543.98

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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

204

73194.64

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c) 2nd Floor

207.03

182

37805.75

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c) 2nd Floor

86.38

191

16524.49

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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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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

15064

550297.05

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c) 2nd Floor

53.8

171

9243.38

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b) First Floor

89.25

573

51189.34

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b) First Floor

157.79

1362

214909.98

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B) First Floor i) Columns & Beam

34.44

17067

587814.34

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c) 2nd Floor

24.59

6412

157683.38

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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

1224

14071.8

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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

182

49381.88

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ii) Round Lintel

7.26

11199

81310.4

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c) 2nd Floor

86.38

277

23927.26

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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

282

12428.09

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b) First Floor

10.8

8608

92966.4

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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

263

84779.35

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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

387

4183.92

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v) Chajjas

50.61

1365

69095.3

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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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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

406

141615.12

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B) Superstructure a) Ground Floor

105.68

5626

594597.95

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b) First Floor

190.34

258

49244.76

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ii) Roof Slabs

2.48

15080

37400.66

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b) First Floor

2158.8

110

237468

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iii) Roof Slabs

47.95

13413

643167.74

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b) First Floor

680.03

167

114041.03

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iii) Plinth Band

25.43

6742

171471.95

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b) First Floor

192.1

1536

295136.68

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vii) Chajjas

50.93

1192

60727.4

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vi) Stair Case

3.26

14933

48683.63

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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

6004

204036.31

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iv) Stair Case

3.29

16911

55637.85

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c) 2nd Floor

10.88

9378

102032.97

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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

631

94931.57

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b) First Floor

112.83

5992

676077.36

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b) First Floor

271.18

270

73218.6

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b) First Floor

343.92

209

72154.42

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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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iv) Round Lintel

7.26

10173

73862.15

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b) First Floor

1058.4

110

116424

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b) First Floor

271.18

178

48378.51

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C) 2nd Floor i) Columns & Beam

5.25

19466

102199.65

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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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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

5593

198173.81

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b) First Floor

124.55

9344

1163807.66

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b) First Floor

271.18

186

50602.19

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b) First Floor

11.49

1253

14403.86



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