Water Resources Department Tender

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The WRD has issued a formal invitation for competitive bids for the Water Resources Department project, for Construction Of P.c.c. Road From Gangapur Lilori Mandir To Ruplal Kisku House Panchyat -daludih, Block -baghmara, Dist- Dhanbad in Dhanbad, Jharkhand, with an estimated contract value of Rs. 37,32,469. The bid opening date for this tender is 29-05-2025 and the last date for bid submission is 03-06-2025. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Water Resources Department - WRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 May 2025
Closing Date3 Jun 2025
Tender Amount₹ 37,32,469 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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E/W in excavation in foundation trenches in ordinary soil & hard soil ( vide classification of soil Item –A & B ) and disposal of excavated earth so obtained to a distance up to 50 M average lift of 1.5 M including levelling,ramming the foundation trenches, removing roots of trees, shrubs etc. all complete as per specification and direction of E/I. (W.R.D 7.1.27 )

18.39

153

-

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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)

60.92

589

-

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Providing and laying in position cement concrete specified grade excluding the cost of centering and shuttering -All work upto plinth level .P.C.C (1:3:6) (BCD 5.3.1.4)

201.92

4027

-

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Providing and laying in position cement concrete specified grade excluding the cost of centering and shuttering -All work upto plinth level .P.C.C (1:1.5:3) (BCD 5.3.1.1)

288.87

4961

-

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Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) (B.C.D 5.1.8)

133.67

128

-

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Centering and shuttering including struting proping etc. and removal of from for foundation,footing,bases of columns,etc. mass concrete.. (5.3.17.1)

172.79

194

-

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Providing stone boulder soling in foundation trenches - all other taxes complete job as per specification and direction of E/I. (7.7.18)

1.97

968

-

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Stone boulder of size 150 mm and below at quarry(M 016 PG-80 PART A)

1.97

715

-

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level P.C.C(1:2:4) . B.C.D. (5.3.1.3)

0.45

4598

-

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Furnishing and placing reinforced/prestressed cement concrete in super structure as per drawing and technical specification (R.C.C Grade M20 Height upto5 m)(R.C.D 14.01A(p) (Deck Slab)

11.5

4543

-

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Providing designation 75 B, B/W in C.M. (1:6) in superstructure - all complete as per drawing and technical specification and direction E/I. (4.14, Part - A)

0.48

5244

-

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Providing 12 mm thick C.P. (1:4) with coarse clean sand of FM 1.5 including screening , curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I (BCD 5.7.2)

11.66

174

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Providing 1.5 mm neat cement punning, curring, carriage of water with all lead and lifts all complete as per building specification and direction of E/I (BCD 5.7.11)

1.75

54

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Earthwork in filling foundation trenches and plinth back filling of structures in layer not exceeding 150 mm.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 30 M and lift of 1.5 M complete job, as per specification and direction of E/I. (W.R.D. 7.1.31)

18.39

115

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Providing Tor. steel rainforcement for R.C.C.work with cutting, bending fixing in work place as per design and drawing grade of steel F.E. - 500 (only valied for SAIL, TATA, JSPL, ELECTRO Steel Ltd and vizal steel) all complete job as per building specification and direction of E/I. (BCD 5.5.4 ) (a) 8 mm Dia Rod 20% of 1.051 M.T. :

0.21

83314

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(b) 12 mm and 16 mm Dia Rod 80% of 1.051 M.T. (BCD 5.5.5.b)

0.84

80879

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Centering and shuttering including struting, propping etc for mass concrete all complete as per building specification and direction of E/I (5.3.17.20)

33.36

504

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

173.97

585

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(b) Barakar Sand Av. Lead of 20 Km Surface Road

285.5

819

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(c) Stone Chips Av. Lead of 30 Km Surface Road

258.71

537

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(d) Stone Metal Lead 30 Km. Surface Road

189.81

574

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(e) Bricks Av. Lead of 10 km Surface Road

0.195

584

-

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(f) Stone Boulder Av. Lead of 30 Km Surface Road

1.97

555

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

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18

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Labour Cess - 1%

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1

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