Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Jan 2024
Closing DateCancelled
Tender Amount₹ 69,46,576 
Notes
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Costs

Description

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BOQ Items

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR. ITEM NO.4.01 B (iii) RDD

653.25

1097655

1680.3

... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing SOR. ITEM NO.6.02 RDD

594.75

3188097

5360.4

... More
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. SOR. ITEM NO.12.01 (ii) B RDD

7.54

2403

318.8

... More
Sand Filling in foundation trenches as per drawing & technical specification as direction of E/I. SOR. ITEM NO.12.03 RDD

1.18

670

567.8

... More
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 using batching plant & manual placing SOR. ITEM NO.12.08 A Case (ii) RDD

11

41298

3754.4

... More
Labour for laying, fitting and fixing 600mm diaNP2 hume pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. SOR. ITEM NO.7.6.1.5 WRD

10

6469

646.96

... More
Supply of hume pipe vide SOR Item No.M-301(vii) 600 mm dia. NP2 WRD

10

12644

1264.45

... More
Earth work in filling in foundation trench and back filling of structures in layers not exceeding 150 mm thick as per specification and direction of E/I. SOR. ITEM NO.7.1.32 WRD

2.52

317

126.03

... More
E/W in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc as per designed section in all kinds of soil incluiding moorum soil, soil mixed with kankar, pebbles and boulders up to 300mm size an disposal of the same(beyond 50m away from the egde of trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I.(SOR- 5.1.14.1 WRD)

78.15

15909

203.58

... More
Provoiding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All works upto plinth level:1:2:4 (SOR- 5.3.1.2 BCD )

19.65

90355

4598.23

... More
Stone Masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specification(SOR - 12.07B RCD)

48.27

166946

3458.6

... More
Plastering with cement mortar 1:3 on brickwork in substructure as per technical specification(SOR - 13.03 RCD)

32.25

3250

100.8

... More
Labour for laying, fitting and fixing 300mm diaNP2 hume pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. SOR. ITEM NO.7.6.1.3 WRD

5

1684

336.96

... More
Supply of hume pipe vide SOR Item No.M-301(vii) 300 mm dia. NP2 WRD

5

2557

511.53

... More
Earth work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered , rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/I(SOR- 6.1.16 WRD)

45

5152

114.5

... More
Carriage of Material :-Cement

270.97

148789

549.1

... More
Sand

292.65

77201

263.8

... More
Stone Chips

1373.41

668850

487

... More
Boulder

48.27

32224

667.58

... More
Hume Pipe-600mm dia

10

7072

707.2

... More
Hume Pipe-300mm dia

5

3536

707.2

... More
ADD 18% GST

1

1049155

1049155.69

... More
ADD 1% LABOUR CESS

1

68777

68777.98



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