Roads And Buildings Department Tender

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Roads And Buildings Department Tender

Works
Road Construction
Opening Date21 Dec 2024
Closing Soon31 Dec 2024
Tender Amount₹ 10,27,93,747 
Notes
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Costs

Summary

Widening Of Single Lane Carriageway To Double Lane Road From Mallepally To Kondapur

Description

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boq;Back filling behind Abutments/Wing walls with good soils including cost ,conveyance and (excluding seigniorage) of all materials to site etc., complete as per Clause 710.1.4 of IRC: 78 and as per MoRT&H (5th Revision) and as per Drawing and technical specifications for finished item of work, for CD works

171

322

55062

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boq;Providing, laying Reinforced cement concrete Hume pipes , NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work, of 1000 mm dia, for CD works

175

9262

1620850

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boq;Providing and filling bedding of Selected Earth material around the pipes of Hume pipe culverts suitably compacted / rammed including cost, (excluding seigniorage) and conveyance of materials to site etc., complete as per drawing and MoRT&H Specification 2900 ( 5th Revision) and as directed by the Engineer-in-Charge. , for CD works

175

322

56350

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boq;Providing HYSD bars ( Fe-500 )(primary steel producers) 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) for cover steel, for CD works

10.31

74236

765373

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boq;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, (excluding seigniorage) 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, 2100 (5th Revision) for footing (Body Walls), for CD works

131

6949

910319

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boq;Vibrated cement concrete M 15 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, (excluding seigniorage) 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, 2100 (5th Revision) for sub structure, for CD works

276

6120

1689120

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boq;Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for levelling course, for CD works

84

4994

419496

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boq;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 excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge, for CD works

771

126

97146

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boq;Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means in Cement concrete grade M-15 & M-20) , for CD works

52

867

45084

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boq;Contraction sawn joint groove (using diamond studded blades) 2mm wide and 1/3rd depth of Cement Concrete Pavement (slab). These grooves shall cut when the concrete is greenish, for C.C Pavement.

7686

60

461160

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boq;Providing separation membrane of impermeable plastic sheeting 125 micron thick on the base course before laying pavement including cost and conveyance of all materials and labour charges for cleaning the base complete as per MORT&H specifivcation 602.5 (5th revision) and as directed by the ENgineer -in-Charge, for C.C Pavement.

4900

19

93100

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boq;Construction of Cement Concrete road by providing VCC M 35 Grade pannel of size (1.0mx1.0m) 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 MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

980

7045

6904100

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boq;Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base course below CC pavement

735

4994

3670590

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boq;Construction of earthen shoulders with selective soils obtained from barrowed earth with kms. with MDD of 17.5Kn/Cum from approved sources, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P and charges, complete for finished item of work as per MoRT&H specification 305(5th revision) (Payment will be made based on level for finished item of work),for Road Work

12139

333

4042287

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boq;Providing and Laying 40mm thick Bituminous concrete with 100 to 120 TPH batch type Hot mix plant using HBG crushed aggregates of Grading-2 as per table 500-17 of Specification 507 of MoRT&H (5th revesion), premixed with Bituminious binder VG-30 Grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled,vibratory and smooth wheeled rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th Revision) complete for finished item of work in all respects excluding seiniorage charges and as directed by Engineer-in-charge.(Excluding Taxes Charges), for Road Work

1708

11070

18907560

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boq;Providing and applying tack coat with RS1 (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge,for Road Work

42700

13

559370

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boq;Providing and applying prime coat with Bitumen Emulsion (Slow Setting-1) on the prepared surface of granular base including clearing of road surface and sparaying primer at the rate of 0.70kg/sqm using mechanical means for finished item of work as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-Charge, for Road Work

42700

44

1895880

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boq;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work. (Payment based on levels for finished item of work), for Road Work

11133

2438

27142254

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boq;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage) charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ), for Road Work

5881

2175

12791175

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boq;Construction of Subgrade with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc), for Road Work

26920

378

10175760

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boq;Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc), for Road Work

13225

378

4999050

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boq;Forming Embankment with excavated earth obtained from roadway excavation for Embankment by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc), for Road Work

16591

125

2073875

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boq;Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete for finished item of work for trench cutting as per MoRT&H specification 301(5th revision) and as directed by the Engineer-in-Charge for Road Work

20740

53

1107516

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boq;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th revision) Specn. No.305.4.3, for Road Work

24888

10

258835



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