Roads And Buildings Department Tender

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Roads And Buildings Department Tender

Works
Civil And Construction
Bridge Construction
Opening Date24 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 39,57,319 
Notes
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Costs

Description

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BOQ Items

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2 vent of 8.37 effective span Slab Culvert;Back filling behind Abutments with selected Soil including cost ,conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work

12

368

4416

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2 vent of 8.37 effective span Slab Culvert;Providing HYSD bars Fe-500 from approved brands by Board of Chief Engineers of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th Revision) and as per I.S.1786 of 1985 for foundations of R.C.C items.

4.28

74989

320953

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2 vent of 8.37 effective span Slab Culvert;Providing HYSD bars Fe-500 from from approved brands by Board of Chief Engineers of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th Revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.

0.66

75320

49711

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2 vent of 8.37 effective span Slab Culvert;Providing HYSD bars Fe-500 from approved brands by Board of Chief Engineers of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th Revision) and as per I.S.1786 of 1985 for Super structure of R.C.C items.

9.82

77553

761570

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2 vent of 8.37 effective span Slab Culvert;Providing and laying Vibrated reinforced cement concrete M 40 grade using 20mm & 10mm HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing SD/205 but excluding cost of steel and its fabrication charges as per MoRT&H specification nos 809, 1500, 1700 & 2200 -for Crash Barriers.

13

7288

94744

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2 vent of 8.37 effective span Slab Culvert;Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat over Deck slab.

12

6583

78996

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2 vent of 8.37 effective span Slab Culvert;Providing and placing reinforced cement concrete in Super Structure of VRCC M30grade as per drawing and Technical Specification and MoRT&H Specification No.1500, 1600, 1700, 1900 & 2300 excluding cost of steel & its fabrication charges including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed by the Engineer-in-Charge . As per MOST Drg.No:SD/114 -5m to 10m height

112

8087

905744

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2 vent of 8.37 effective span Slab Culvert;Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th Revision ) and as directed by the Engineer-in-Charge for Abutment Bed blocks & Backing walls, (Sub Structure)- up to 5 m Height

11

7074

77814

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2 vent of 8.37 effective span Slab Culvert;Providing and laying Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th Revision ) and as directed by the Engineer-in-Charge for RAFT foundation

99

6672

660528

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2 vent of 8.37 effective span Slab Culvert;Proving and laying Vibrated cement concrete M 20 Grade Concrete using 40mm , 20mm and 10mm size HBT crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges, centering, machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Sub structure for Abutments, Piers & wing walls-Up to 5 m Height

94

6767

636098

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2 vent of 8.37 effective span Slab Culvert;Vibrated cement concrete M 20 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for footings of Abutments, piers and wing walls.

26

6195

161070

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2 vent of 8.37 effective span Slab Culvert;Providing & laying PCC (1:3:6) nominal mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site and labour charges, excluding seigniorage charges, centering, machine mixing, laying, Placed in foundation and compacted by vibration, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MORT&H spn.no.2100( 5th revision) and as directed by the Engineer -in-Charge Under Abutments, Piers & wing walls.

14

6132

85848

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2 vent of 8.37 effective span Slab Culvert;Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete including _ charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge- In ordinary soils upto SDR soils By Mechanical means upto 3M Depth.

387

144

55728



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