Ministry Of Road Transport And Highways Tender

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Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Eprocure
Opening Date31 Jan 2024
Closing Date13 Feb 2024
Tender Amount₹ 33,10,196 
Notes
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Costs

Description

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Providing and laying R.C.C. M-20 grade with 20mm and down graded b.h.c.b.g. chips in sub-structure in RCC Drain as per approved drawing and technical specifications as per Section 1700 & 2200 of MoSRT&H specifications for road and bridge works (5th Revision) all complete as per direction of the Engineer-in-charge

197.1

1275238

6470.01

... More
Supplying, fitting and placing of uncoated Steel reinforcement works of RCC Drain using TMT high strength different Steel Bars EQR-500 as per IS 1786 as per approved drawing and technical specifications as per Section 1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) all complete as per direction of the Engineer-in-charge

78.84

706243

8957.93

... More
Providing weep holes in RCC Drain with 100mm dia AC pipe @ 2m c/c all complete as per direction of the Engineer-in-charge

54.75

17751

324.23

... More
Excavation for CC Roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m all complete as per direction of the Engineer-in-charge

17

1324

77.9

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Sand filling in foundation of CC Road as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)all complete as per direction of the Engineer-in-charge

4.25

4025

947.15

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Providing and laying P.C.C. M15 grade with 40mm and down graded b.h.c.b.g. chips in Foundation trench of CC Road as per approved drawing including cost, conveyance, royalty taxes of all materials conforming to the MORTH technical specification all complete as per direction of the Engineer-in-charge

6.37

36292

5697.43

... More
Providing and laying P.C.C. M30 grade with 40mm and down graded b.h.c.b.g. chips in Foundation trench of CC Road as per approved drawing including cost, conveyance, royalty taxes of all materials conforming to the MORTH technical specification all complete as per direction of the Engineer-in-charge

6.37

42379

6653

... More
Excavation for laying Paver Block in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m all complete as per direction of the Engineer-in-charge

99

7712

77.9

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Providing laying, spreading and compacting graded stone aggregate wet mix macadam as per specification for laying Paver Block includign 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 sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoRT&H Specification for Road & Bridge works all complete as per direction of the Engineer-in-charge

60

182317

3038.62

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Sand filling in foundation for laying of Paver Block as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)all complete as per direction of the Engineer-in-charge

15

14207

947.15

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Providing and laying 80 mm thick factory madw cement concrete interlocking paver block of M40 grade made by block making machine of approvrd desihn and in required patteren on Road surface including filling the interstices with sand etc completeas per direction of the Engineer-in-charge

300

182520

608.4

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Earth work in excavation of foundation of HP Culvert as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Excavation for Structures / MORT&H Technical Specification no- 304 all completeas per direction of the Engineer-in-charge

23.95

1375

57.44

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Filling foundation & plinth of HP Culvert with sand well watered & rammed including cost, conveyance, royalties & taxes of all materials & cost of all labour, T&P reqd. for the work etc. all complete as per direction of the Engineer-in-charge

4.39

4157

947.15

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Plain cement concrete 1:3:6 mix in foundation of HP culvert with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days all complete as per direction of the Engineer-in-charge

4.39

22297

5079.12

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Providing and laying P.C.C. M-20 grade with 40mm and down graded b.h.c.b.g. chips in sub-structure in HP Culvert as per approved drawing and technical specifications as per Section 1700 & 2200 of MoSRT&H specifications for road and bridge works (5th Revision) all complete as per direction of the Engineer-in-charge

52.05

325922

6261.71

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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipes of Dia 1.20 mt for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets all complete as per direction of the Engineer-in-charge

10

132638

13263.89

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing all complete as per direction of the Engineer-in-charge i) 90 cm equilateral triangle.

6

32568

5428.1

-

3310195

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