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 Construction Of Minor Bridge Over Local Nallah On Khairput To Amakunda Road Under Sca For The Year 2018-19 in Malkangiri, Odisha, with an estimated contract value of Rs. 37,57,800. The bid opening date for this tender is 28-01-2019 and the last date for bid submission is 04-02-2019. 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 Date28 Jan 2019
Closing Date4 Feb 2019
Tender Amount₹ 37,57,800 
This is an estimated amount, exact amount may vary.
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Straightening, cutting, bending, binding and lying the grills as per approved design & placing in position including cost, conveyance of M.S. Rod & binding wire 18 to 20 gauge complete as directed by the Engineer-in-charge. (Weight of binding wire is not included for payment)

136.18

851513

6252.85

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Filling sand on foundation trenches with well watered, rammed including all cost, conveyance, royality of materials with labour, T&P,cess etc.complete as per specification and direction of the Engineer-in-charge.

129.2

86387

668.63

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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per direction of the Engineer in charge

59.88

121797

2034.03

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Hand Rail

2.36

15082

6390.74

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Dismantling and removing Brick masonary including stacking the useful materials for reuse and removing the derbies within 50mt leads etc. complete as per specification and direction of the Engineer-in-charge.

88.56

43202

487.83

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Dismantling and removing R.C.C. Columns, beams slab stair case landing lintels including removing the debrish within 50m lead. etc. complete as per specification and direction of the Engineer-in-charge.

37.2

38887

1045.35

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Construction of embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site, spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications for Road & Bridge works(5th. Revision) complete including cost,conveyance,Royalities,Taxes of all materials, all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per specification and direction of Engineer-in-Charge.

1920

262080

136.5

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Foundation

226.97

1039931

4581.8

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Providing, laying, spreading and compacting stone aggregates of 75mm thick compacted Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening grading B to fill-up the interstices of coarse aggregate, watering and compacting to the required density including all cost, conveyance, royality and taxes,cess etc complete as per Technical Specification Clause 405 of MORD by manual means & as per direction of Engineer-in-Charge.

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Reinforcement Cement Concrete M-25 grade with 20 mm and down graded crusher broken stone of approved quality from approved quarry consistent with strength & cover of concrete of approved quality for R.C.C. work including hoisting ,lowering ,laying concrete not exceeding 15 cm thick providing side steel shuttering & finishing all exposed surface smooth providing, supplying & working of pumps, T&P articles, all machineries etc. complete as per specification & direction of E.I.C.including watering, curing, ramming with cost,conveyance, royality and taxes,cess etc.complete in all respects.

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Providing anchor bar of 25mm dia inside 32mm dia hole and grouting with cement including cost of all labour,material T&P etc. complete as per direction of Engineer -in - Charge.

378

29034

76.81

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Cutting disintegrated rock not requiring blasting to be removed by pick axes & crow bars & depositing materials within 50mtr. Lead and 1.5m initial lead including rough dressing as per the direction and specification of the department including stacking useful materials separately as ordered.

267.16

94705

354.49

51.84

331295

6390.74

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including all cost, conveyance, taxes of all materials etc. complete as per direction of the Engineer in charge

148

15495

104.7

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Guard Post

32

9737

304.3

48.45

257911

5323.25

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Wearing Coat

7.65

42615

5570.68

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Rough stone packing in approns and revetment with hard granite stone of 15 to 30 cm size in cluding all cost of materials taxes of royality etc complete as per th direction of engg in charge.

51.24

66378

1295.39

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Earth work in cutting in hard soil within the initial lead and lift including rough dressing and breaking the clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 Mtr. In depth etc. complete as per direction of the Engineer-in-charge.

444.49

62157

139.84

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WBM Grade - II

16.88

37846

2242.07

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Plain Cement Concrete M-15 ( 1:2.5:5 ) using 12 mm size H.G. chips with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete as per the direction of Engg-in-Charge.

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Construction of Granular sub-base (Gradign III) by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator to achive PI value less then 6 at compacting at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 of MORD specification for Rural roads by mix in place method and as per direction of Engineer-in charge.

42.53

32553

765.43



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