Municipality Tender

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Municipality Tender

Works
Civil And Construction
Drainage Work
Opening Date21 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 4,04,818 
Notes
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Costs

Description

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BOQ Items

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Carting away of excavated earth/ debris to a lead of 3 Km. The rate including Loading,Unloading charges by manual means including idle Hire chrages of trucks.

61.11

80

4924.85

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Collection, supply and spreaing of good red gravel from appoved quarry and filling the same on the proposed road sholder surface and ramming with hand roller and all labour charges and other incidental charges etc., complete as per SS and as directed by the departmental officer incharge of the work.RBR - FNDN - 2 / ii

12

355

4269.12

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Collection, supply, spreading of crusher stone dust and rolling with hand roller, watering, consolidated charges, all labour charges, spreading charges etc., complete as per SS and as Directed by Departmental officer incharge of the work for road base. RBR - FNDN - 2 / i

9.82

556

5462.67

... More
Vibrated plain cement concrete (1:3:6) M10 using 40 mm HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR-FNDN-4-I-i for drain bed (WITH OUT FORM WORK)

1.9

4632

8802.43

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Vibrated Plain Cement Concrete M20 grade design mix for plain concrete in open foundations using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4 for side walls of drain (with form work)

8.05

5270

42429.46

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Vibrated Plain Cement Concrete M20 grade design mix for plain concrete in open foundations using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. RBR-FNDN-4 for Quenet

0.75

5410

4057.66

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Vibrated reinforced cement concrete M 20 using 20 mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges (including centering charges) of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR-FNDN-4-C-(i) CULVERT BED

3.86

6097

23537.32

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Vibrated reinforced cement concrete M 20 using 20 mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges (including centering charges) of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR-FNDN-4-C-(i) For Side Walls

6.48

6710

43481.32

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Vibrated plain cement concrete M 30 design mix using 20 mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR - FNDN 4 / f for approaches

9.6

5900

56649.02

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Vibrated reinforced cement concrete M 30 Design mix using 20mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. BLD - CSTN - 2 / 14(C) for precast slabs

6.39

5766

36847.23

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded - BLD - CSTN - 2 / 19.

1594

91

145627.84



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