Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Aug 2024
Closing Date27 Aug 2024
Tender AmountRefer Documents 
Notes
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Description

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BOQ Items

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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

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KM 0/ 0 - 1/0

318.61

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KM 1/0 - 2/0

325.21

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KM 2/ 0 - 2/100

33

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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

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KM 0/ 0 - 1/0

289.65

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KM 1/0 - 2/0

295.65

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KM 2/ 0 - 2/100

30

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

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KM 0/0 - 1/0

492.4

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KM 1/0 - 2/0

502.6

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KM 2/ 0 - 2/100

51

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Construction of Side Drain KM 0/0 - 3/0

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Earthwork excavation in all clauses of soils and depositing on bank with initial lead and lift for foundation as per ss20B

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KM 0/0 - 1/0

173.79

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KM 1/0 - 2/0

177.39

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KM 2/0 - 32/0

18

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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all matials to site and all labour charges etc., complete

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KM 0/0 - 1/0

86.89

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KM 1/0 - 2/0

88.69

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KM 2/0 - 32/0

9

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CC 1:2:4 mix using 20 mm ISS size HBG including cost and conveyance of all materials to site including cost of cement and labour for mixing , laying,watering and curing and compacting concrete and labour for formwork and all other incidental charges such as baling out water providing protective bunds coffer dams etc.,complete

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KM 0/0 - 1/0

65.17

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KM 1/0 - 2/0

66.52

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KM 2/0 - 32/0

6.75

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Construction of Retaining Wall CH 0/0 - 1/0

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Earthwork excavation in all clauses of soils and depositing on bank with initial lead and lift for foundation as per ss20B

235.71

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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all matials to site and all labour charges etc., complete

52.38

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Supplying and erecting shuttering including necessary support for plane surface in foundation Basement and Roof labs strutting upto 3.29M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations

939.31

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Cement concrete 1:3:6 mix using 20mm ISS HBG metal for foundation and basement including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed.

392.86

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Construction of Retaining Wall CH 1/0 - 2/0

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Earthwork excavation in all clauses of soils and depositing on bank with initial lead and lift for foundation as per ss20B

206.55

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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all matials to site and all labour charges etc., complete

45.9

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Supplying and erecting shuttering including necessary support for plane surface in foundation Basement and Roof labs strutting upto 3.29M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations

820.06

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Cement concrete 1:3:6 mix using 20mm ISS HBG metal for foundation and basement including cost and conveyance of all materials to site and watering whenever necessary and laid in layers not more than 15cm thick compacting etc., complete complying with std. Specifications and as directed.

344.26

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Construction of Submersible Vented Pipe Causeway at CH 525-545

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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B

140.89

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Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification

14.26

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Supplying and erecting shuttering including necessary support for plane surface in foundation Basement and Roof labs strutting upto 3.29M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations

291.41

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Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

189.79

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Supply and Fixing of RCC NP3 Non Pressure Pipes including all cost and conveyance of RCC pipes to site etc, completed

24

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Labour charges for fixing in position of RCC NP3 pipe including all labour charges etc, completed

24

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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

35.1

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

17.34

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Rough stone dry packing for aprons and revetments including cost and conveyance and all labour charges etc complete

16.8

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Construction of Submersible Vented Pipe Causeway at CH 725-745

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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B

105.09

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Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification

10.72

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Supplying and erecting shuttering including necessary support for plane surface in foundation Basement and Roof labs strutting upto 3.29M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations

222.67

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Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

138.95

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Supply and Fixing of RCC NP3 Non Pressure Pipes including all cost and conveyance of RCC pipes to site etc, completed

18

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Labour charges for fixing in position of RCC NP3 pipe including all labour charges etc, completed

18

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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

25.45

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

12.57

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Rough stone dry packing for aprons and revetments including cost and conveyance and all labour charges etc complete

13.2

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Construction of Submersible Vented Pipe Causeway at CH 1830-1850

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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B

105.09

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Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification

10.72

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Supplying and erecting shuttering including necessary support for plane surface in foundation Basement and Roof labs strutting upto 3.29M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations

222.67

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Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

138.95

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Supply and Fixing of RCC NP3 Non Pressure Pipes including all cost and conveyance of RCC pipes to site etc, completed

18

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Labour charges for fixing in position of RCC NP3 pipe including all labour charges etc, completed

18

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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

25.45

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an

12.57

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Rough stone dry packing for aprons and revetments including cost and conveyance and all labour charges etc complete

13.2

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Supply of Kilometre stone of size 1.65m x 0.45 x 0.15m including all charges etc.,

2

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Supply of Hectametre stone of size 0.90 x 0.15 x 0.15 metre

8

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Provision for Name board

1

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Provision for Sign board

6

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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}

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