Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Dec 2024
Closing Soon27 Dec 2024
Tender Amount₹ 57,10,323 
Notes
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Costs

Summary

Construction Of P.c.c Road ,puliya And Gaurdwall From R.e.o To Karbala Maidan Village-mohbani Block- Govindpur Dist- Dhnabad

Description

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BOQ Items

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Providing Coarse Clean sand in filling in foundation trenches or in plinth including removing and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I.(Mode of measurement compacted volume). (BCD 5.1.10)

203.35

589

119876.86

... More
Providing P.C.C. (1:3:6) in foundation (plain cement concrete (1:3:6) nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days. (RCD 12.4)

262.91

3368

885612.34

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Plain / reinforcement cement concrete in open foundation complete as per drawingand technical specification P.C.C. grade M-20 (1:1.5:3) (RCD 12.8 C)

394.78

4273

1687052.85

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Earth filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead 50 M and lift of 1.5 M all complete as building specification and direction of E/I (mode of measurement compacted volume) B.C.D. (5.1.7)

157.8

55

8723.18

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Supply of stone metal Gr I at quarry site of size (90 mm to 45 mm ) of all taxes and royality confirming to M.O.S.T. (R.C.D. Item Code : M - 009)

8.94

919

8215.86

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Providing and laying P.C.C. (1:2:4) of specified grade excluding the cost of centering and shuttering -All work upto plinth level as per building specification and direction of E/I B.C.D. (5.3.1.2)

8.94

4598

41108.18

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Providing rough dressed course stone masonry in cement mortar (1:4) in Foundation & Plinth with hammer dressed stone of less then 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curring, taxes and royalty all complete as per building specification and direction of E/I (5.2.34)

34.68

2987

103605.46

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Providing and laying P.C.C. or R.C.C. M - 200 with nominal mix of (1:1.5:3) in various of dam super structure with approved quality of 20 mm, graged coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of formwork as well as reinforcement its cutting , bending and placing complete job as per specification and direction of E/I. W.R.D. (7.3.10) RCD Chept. - 14, Item No. 14.1 (A) (i) (P) Page - 601.

1.88

4543

8541.78

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Providing and laying in position specified grade of reinforced cement concrete (1:1.5:3) of specified grade excluding the cost of centering, shuttering,finishing and reinforcement -All work upto plinth level (BCD 5.3.9.1)

7.92

5218

41326.56

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Providing Tor steel reinforcement as per approved design and drawing with cutting,bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete job as per specification and direction of E/I. ( B.C.D. 5.5.5) (a) 10 mm dia rod

0.4

82096

32838.62

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(b) 12 mm dia rod

0.4

80879

32351.63

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E/W in excavation of foundation trenches in ordinary soil and disposal of excavated earth so obtained to a distance upto 50m and average lift of 1.5m including levelling, ramming the foundation trenches removing the roots or shrubs etc all complete as per specification and direction of E/I. W.R.D. (7.1.27)

193.55

151

29270.57

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Extra for earthwork in hard soil all complete as per specification and direction of E/I. (W.R.D. 7.1.10)

193.55

15

2976.8

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Providing and laying P.C.C. or R.C.C. M - 150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing,royalty and all taxes etc. excluding cost of formwork as well as reinforcement ,its cutting, bending , binding and placing complete job as per specification and direction of E/I. ( W.R.D. 7.3.4), RCD Chept. - 12, Item no. 12.08(A) case - (ii), Page 477.

70.52

3754

264760.29

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Providing Rough dressed random rubble stone massonary in Cement Mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm depth , curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I. (W.R.D. 7.4.10), Refered Part - A, Chept - 4, Sl no. 4.28, Page 204.

99.02

2739

271283.11

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Providing Rough dressed random rubble stone massonary in Cement Mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm depth , curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I. (W.R.D. 7.4.13) (Part - A) , Chept. - 4, Sl. No. 4.31, Page - 204.

117.03

2906

340201.53

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Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wingwall as per specification and direction of E/I ( W.R.D 6.7.6)

33

166

5493.18

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Providing 25 mm thick C.P. (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened and its removal, royalty and all taxes etc. all complete job as per specification and direction of E/I. (W.R.D. 7.5.5)

285.14

258

73814.19

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Providing 1.5 mm thick Cement Punning including curing etc. complete job as per specification and direction of E/I. (W.R.D. 7.5.10), Part - A, Chept. - 3, Sl. No. 3.11, Page - 200.

205.2

54

11169.04

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Eathwork in filling foundation trenches and backfilling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30m and lift of 1.5m complete job as per specification and direction of E/I. ( W.R.D. 7.1.31)

129.04

115

14892.51

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Carriage of materials by truck : (a) Cement Av. Lead of 10 Km Surface Road

291.07

497

144836.43

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(b) Barakar Sand Av. Lead of 25 Km Surface Road

644.62

467

301037.54

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(c) Stone Chips Av. Lead of 08 Km Surface Road

418.67

227

95306.04

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(d) Stone Metal Av. Lead of 08 Km Surface Road

255.12

237

60591

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(e) Stone Boulder Av. Lead of 08 Km Surface Road

250.73

232

58312.28

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Goods & Service Tax (G.S.T.) - 18 %

4791343.29

18

862441.79

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Labour Cess - 1%

5653785.08

1

56537.85



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