Rural Development Department Tender

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Rural Development Department - RDD Tender

Eprocure
Opening Date17 Feb 2021
Closing Date25 Feb 2021
Tender Amount₹ 1,25,20,512 
This is an estimated amount, exact amount may vary.
Notes
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Costs

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BOQ Items

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DO_NOT_SHOW

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(iii) PWD road to Parapentha

300.6

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5.63

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(iv) RD road to Bada Ekasingi

450

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5.63

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(v) RD road to sana Ekasingi

690

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5.63

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Providing compacted granular subbase using gravel or moorum with sand admixture saticifying the P.I. value of good quality including cost, conveyance taxes, royality, cess of all materials and laying, spreading in uniform layers, watering and compacting to the required density complete for finished item of work as per direction of the Engineer in charge

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-

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(i) PWD road to Jhatipadar

670.05

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798.77

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(ii) (ii) Sorala ODRP site (Patch-3)

57

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798.77

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(iii) PWD road to Parapentha

70.51

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967.15

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(iv) RD road to Bada Ekasingi

111.68

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967.15

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(v) RD road to sana Ekasingi

171.24

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988.9

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Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size (Gr-II) / 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel with sand admixture to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royality, Cess & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.

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WBM Gr-II

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-

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(i) PWD road to Jhatipadar

222.75

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1816.97

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(ii) (ii) Sorala ODRP site (Patch-3)

16.71

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1816.97

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(iii) PWD road to Parapentha

20.67

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1990.67

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(iv) RD road to Bada Ekasingi

37.13

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1990.67

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(v) RD road to sana Ekasingi

56.93

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2017.39

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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge.

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(i) PWD road to Jhatipadar

534.6

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4947.63

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(ii) (ii) Sorala ODRP site (Patch-3)

40.09

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4947.63

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(iii) PWD road to Parapentha

49.6

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5114.13

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(iv) RD road to Bada Ekasingi

89.1

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5114.13

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(v) RD road to sana Ekasingi

136.62

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5143.7

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Providing expansion joints (dummy groove joint) in CC road as per technnical specification and drawing Including cost, conveyance, taxes, cess, all labour, T&P etc. completed as per direction of Engineer-in-Charge

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-

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(i) PWD road to Jhatipadar

540

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10.4

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(ii) (ii) Sorala ODRP site (Patch-3)

39

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10.4

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(iii) PWD road to Parapentha

48

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10.4

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(iv) RD road to Bada Ekasingi

90

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10.4

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(v) RD road to sana Ekasingi

135

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10.4

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Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only

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(i) PWD road to Jhatipadar

6834.6

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128.83

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(ii) (ii) Sorala ODRP site (Patch-3)

328

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128.83

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(iii) PWD road to Parapentha

545

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128.83

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(iv) RD road to Bada Ekasingi

887.09

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128.83

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(v) RD road to sana Ekasingi

1570.66

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128.83

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C.D.WORKS Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel.

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-

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(i) PWD road to Jhatipadar

85.47

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184.59

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(iv) RD road to Bada Ekasingi

56.98

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184.59

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(v) RD road to sana Ekasingi

56.98

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184.59

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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.

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-

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(i) PWD road to Jhatipadar

46.35

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506.8

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(iv) RD road to Bada Ekasingi

30.9

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675.67

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(v) RD road to sana Ekasingi

30.9

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690.84

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Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge

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In Foundation

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-

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(i) PWD road to Jhatipadar

11.49

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3885.91

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(iv) RD road to Bada Ekasingi

7.66

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4056.74

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(v) RD road to sana Ekasingi

7.66

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4084.14

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In Substructure

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-

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(i) PWD road to Jhatipadar

60.69

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3989.05

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(iv) RD road to Bada Ekasingi

40.46

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4159.88

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(v) RD road to sana Ekasingi

40.46

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4187.28

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Providing, laying and fixing RCC pipes of NP3 as follows (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royality, taxes, Cess of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.

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1000mm dia (Single Row)

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(i) PWD road to Jhatipadar

22.5

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5032.24

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(iv) RD road to Bada Ekasingi

15

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5010.34

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(v) RD road to sana Ekasingi

15

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5021.29

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PROTECTION WORKS Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge

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-

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(i) PWD road to Jhatipadar

795.15

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184.59

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(iv) RD road to Bada Ekasingi

63.44

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184.59

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(v) RD road to sana Ekasingi

66.04

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184.59

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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.

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-

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(i) PWD road to Jhatipadar

132.53

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506.8

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(iv) RD road to Bada Ekasingi

11.9

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675.67

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(v) RD road to sana Ekasingi

12.38

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690.84

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Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge

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-

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In Foundation

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-

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(i) PWD road to Jhatipadar

132.53

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3885.91

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(iv) RD road to Bada Ekasingi

11.9

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4056.74

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(v) RD road to sana Ekasingi

12.38

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4084.14

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In Substructure

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-

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(i) PWD road to Jhatipadar

1060.2

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3989.05

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(iv) RD road to Bada Ekasingi

79.3

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4159.88

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(v) RD road to sana Ekasingi

82.3

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4187.28

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Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge.

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(i) PWD road to Jhatipadar

529.65

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105.14

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(iv) RD road to Bada Ekasingi

48.4

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105.4

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(v) RD road to sana Ekasingi

50.4

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105.44

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C.C.DRAIN Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-charge

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-

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(i) PWD road to Jhatipadar

55.2

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184.59

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(iii) PWD road to Parapentha

51.75

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184.59

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(iv) RD road to Bada Ekasingi

64.4

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184.59

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(v) RD road to sana Ekasingi

82.8

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184.59

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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.

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-

-

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(i) PWD road to Jhatipadar

10.35

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506.8

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(iii) PWD road to Parapentha

10.35

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675.67

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(iv) RD road to Bada Ekasingi

12.08

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675.67

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(v) RD road to sana Ekasingi

15.53

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690.84

... More
Providing Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge

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-

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In Foundation

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-

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(i) PWD road to Jhatipadar

10.35

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3885.91

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(iii) PWD road to Parapentha

10.35

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4056.74

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(iv) RD road to Bada Ekasingi

12.08

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4056.74

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(v) RD road to sana Ekasingi

15.53

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4084.14

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Providing Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 20mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge

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(i) PWD road to Jhatipadar

13.8

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4547.29

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(iii) PWD road to Parapentha

13.8

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4715.83

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(iv) RD road to Bada Ekasingi

16.1

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4715.83

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(v) RD road to sana Ekasingi

20.7

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4744.37

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ROAD APPURTENANCES Providing and fixing of Informatory sign board as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per the direction of the Engineer in charge

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(i) PWD road to Jhatipadar

1

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6378.07

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(ii) (ii) Sorala ODRP site (Patch-3)

1

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6378.07

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(iii) PWD road to Parapentha

1

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6578.77

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(iv) RD road to Bada Ekasingi

1

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6578.77

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(v) RD road to sana Ekasingi

1

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6611.05

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Providing and fixing 15 cm dia and 1 m long guard post of RCC (1:2:4) including cost, conveyance royality, Cess, taxes of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.

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(i) PWD road to Jhatipadar

46

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302.4

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(ii) (ii) Sorala ODRP site (Patch-3)

15

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302.4

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(iii) PWD road to Parapentha

20

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305.4

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(iv) RD road to Bada Ekasingi

24

-

305.4

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(v) RD road to sana Ekasingi

27

-

305.9



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