Sashastra Seema Bal Tender

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Sashastra Seema Bal - SSB Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date12 Mar 2025
Closing Date22 Mar 2025
Tender Amount₹ 18,00,162 
Notes
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Costs

Summary

Repair Of Collapsed Damaged Boundary Wall

Description

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BOQ Items

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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 upto 50 m and lift upto 1.5 m

43.68

196

8561.28

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived fromnatural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources)

7.77

7178

55778.89

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

23.22

9045

210042.32

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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete Foundations, footings, bases of columns, etc. for mass concrete, For footing

58.8

392

23058.42

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lintels, beams, plinth beams

102.6

736

75554.64

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columns, pillers

122.4

961

117663.12

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Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size

13.5

10852

146514.83

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars

2034.22

107

217864.96

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars

1029.96

107

110308.72

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Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five levelin:Cement mortar 1:6 (1 cement : 6 coarse sand)

41.4

9105

376986.33

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CEMENT PLASTER IN TWO COATS 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

414

518

214679.7

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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)

414

160

66488.4

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

8.1

226

1832.63

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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

47.61

2060

98086.12

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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.

350

36

12880

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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. .45+.45+.45 (50X50X6)

182.33

125

22928

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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 withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

90

375

33822

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Deduct for cost index of 99% over base 100 on schedule items of DSR 2023 (1% of 18,18,346.10/-)

1

18183

-18183.46



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