Rural Development Department Tender

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The RDD has issued a formal invitation for competitive bids for the Rural Development Department project, for Special Repair To Govt. Homeopathic Dispensary Building At Sudarsanpur For The Year 2024-25. in Bhadrak, Odisha, with an estimated contract value of Rs. 5,04,000. The bid opening date for this tender is 27-12-2024 and the last date for bid submission is 04-01-2025. Interested bidders for Rural Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Development Department - RDD Tender

Opening Date27 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 5,04,000 
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Single under reamed pile foundation with RCC M-20 using 12mm size black hard granite (crusher broken) stone chips including cost of boring but excluding cost of MS/TS steel and lobour charges for cutting , bending and binding of steel 300 dia. 4.0 mtr long

20

4588

91764.8

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Grade Bram

2.48

7669

19019.17

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Supplying M.S. Rod or Tor steel rods for reinforcement of required diameter of approved quality including cutting to required length, straingthening coiled or bent up M.S rod or Tor steel bending binding, welding and joining if necessary and tying the grills hoisting to rrequired height and lowering , laying and placing in positon as required for R.C.C. work and for providing fan hooks hoisting or lowering to required height and cost conveyance and taxes of Tor steel and G.I. binding wires of 1 mm dia required for R.C. works and bending binding and tying the grills ( Payment will be made on weight of M.S. Rods and Tor steel calculated on the basis of length used multipled by standard co-efficient of M.S.steel Rod only and no separate payment will be made towards the weight if any due to variation of co-efficient of Tor steel rod weight any) he materials used for the work shall confirk to relevent I.S. specification and test as per specification and test as per scpecification as directed by the Engineer-in-charge.

10.03

9090

91181.23

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In superstructure

17.93

6067

108793.32

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Filling foundation trenches & plinth with Sand well watered & compacted with appropriate rammer / Mechanical compactor & top surface dressed & levelled to proper gradient as per direction of EIC including cost of all labour, sundries, T&P required for the work & cost, conveyance, royalty & taxes of sand with loading & unloading etc.complete as directed by Engineer-in-charge.

3.65

1539

5617.39

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Column

2.44

21566

52623.38

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Finishing walls with two coats of Weather coat over a coat of primer of approved shade including all cost conveyance, taxes, labour,T&P & all other materials required for the work complete as per direction of the Engineer-in-charge.

192.96

156

30157.72

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Brick work with Fly ash brick in cement motor. ( 1:6) in all floors using size 25cm. X 12 cm. X 8 cm. having crushing strength not less than 100 kg. / cm2 to 149kg/cm2with dimensional tolerance + 8% after immersing the brick for six hours in water before use in work including splays cutting circular molding corbelling chamfering scaffolding and similar such type of work as directed by the Engineer-in-charge. including watering and cutting cost, conveyance, royalties and taxes of all materials and labor, T&P required for the work etc.complete. Materials used in the work and finished item of work shall confirm to relevant I.S specification and as directed by Engineer-in-charge.Below Plinth

2.56

6034

15447.91

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Cement concrete( 1:3:6) in foundation and floor in below the base course of terrozzo / mosaic flooring and pipe lines, drain etc. using 4 cm. ( 1/2") size black hard crusher broken granite stone metal of approved quality including lowering to required depth and as per design and laying concrete watering and cutting etc. complete to required levels laid in layers not exceeding 15 cm.( 0'-6") thick including cost , conveyance, royalties and taxes of all metals and cost of all labor shoring, shuttering, dewatering if necessary as directed by the Engineer-in-charge.T&P required for the work etc. complete. The materials used in the work ands finished item of work shall confirm to relevment I.s. specification and test as per specification and test as per specification and as directed by Engineer-in-charge.( Testing charge to be borne by the contractor)

1.64

7223

11845.82

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R.C.C work of M-20 using 12 mm size h.g.stone in raft and grade beam having a minimum compressing strength (in work test) 200kg./ Cm2 in 15Cm. Cubes at 28 days curing after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using blank hard crusher broken granite chips of 20mm & down grade size not exceeding 25% ofapproved Quality including hoisting lowering and laying placing in position concrete watering and curing for 28 days including cost of rigid and smooth stool centering shuttering with C.M. plaster (1:2) at no extra cost where necessary and cost, conveyance, royalties and other taxes of all materials labor required for the work etc. complete but excluding cost of M.S. Rod/ Tor steel and binding and tying the grills and placing in position etc. complete. The materials used in the work and finished item of work shall confirm to relevant I.S. specification and as directed by Engineer-in-charge.(The testing charges will be borne by the contractor). Pile Cap

5.06

7669

38805.24



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