Roads And Buildings Department Tender

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Roads And Buildings Department Tender

Works
Civil And Construction
Road Construction
Opening Date19 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 5,06,54,857 
Notes
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Costs

Description

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BOQ Items

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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 Kerb and foot path

221

4942

1092182

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BOQ;Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

3125

107

335313

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BOQ;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thk, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408 and drawings

3750

615

2306250

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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).

2910

334

971940

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BOQ;Providing and Laying 30mm thick Bituminous concrete with 100 to 120 TPH batch type/ 40-60 TPH 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 paver finisher to the required grade, level and alignment, rolling with smooth wheeled,vibratory and tandem 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)

350

11071

3874850

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BOQ;Providing and laying 50mm thick Dense graded bituminous macadam with 100-120 TPH batch type HMP using HBG crushed aggregates of Grading-II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG-30 grade @ 4.5% of weight of total mixture, transporting the hot mix to work site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment, rolled as per Clauses 501.6 and 501.7 to achive the desired compaction for finished item of work as directed by the Engineer-In-Charge including hire and operational charges all T&P and all other contingent charges necessary excluding cost of seiniorage charges of all materials etc., completes and as per MoRT&H specification No.505 (5th revision) (Excluding Taxes charges)

438

9831

4305978

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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.

17500

13

227500

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BOQ;Providing and applying primer 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.

8750

43

381500

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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)

2282

2587

5903534

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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 ).

1875

2317

4344375

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BOQ;Forming 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) Note: The work shall be carried out as per approved plan & profile, teh qunatity now is allowed for estimate purpose. The SE shall obtain approval from the office before execution.

7503

461

3458883

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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) Note: The work shall be carried out as per approved plan & profile, teh qunatity now is allowed for estimate purpose. The SE shall obtain approval from the office before execution.

47813

380

18168940

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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)

12624

126

1590624

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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

12624

54

693058

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BOQ;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

1.84

40469

74463



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