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Construction Hume Pipe Gutter From Zala-Ni-Wadi To Vithhalnath Mandir, Moti Daman. ( 3Rd Call ) , Moti Daman-Daman And Diu

Public Works Department-PWD has published Construction Hume Pipe Gutter From Zala-Ni-Wadi To Vithhalnath Mandir, Moti Daman. ( 3Rd Call ) . Submission Date for this Tender is 22-09-2021. Drainage Tenders in Moti Daman Daman And Diu. Bidders can get complete Tender details and download the document.




Tender Notice

29230339
Construction Hume Pipe Gutter From Zala-Ni-Wadi To Vithhalnath Mandir, Moti Daman. ( 3Rd Call )
Open Tender
Indian
Daman And Diu
Moti Daman
22-09-2021

Tender Details

Construction Hume Pipe Gutter From Zala-Ni-Wadi To Vithhalnath Mandir, Moti Daman. ( 3Rd Call )

Key Value

Document Fees
INR 5000 /-
EMD
INR 12354.0 /-
Tender Value
INR 6.17 Lakhs /-

BOQ Items

Name of Work: Construction hume pipe gutter fromZala-ni-wadi to Vithhalnath Mandir, Moti Daman
Sl. No. Item Description
1Works
2Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.(C) HardMurrum
3Filling in foundation & plinth with rubble in layers of 20cm. thickness incl. watering ramming & consolidating etc. comp.
4Providing and laying cementconcrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton)
5Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. Class NP2 of following internal diameter. (iii) 600 mm dia.
6Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B)Conventional (upto 10 ton)
7Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand) finishing with a floating coat of neat cement slurry
8Providing, laying, spreading and compacting graded stone aggregate material in sub base course(GSB) including mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed.
9Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceilingnotexceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases ofColumns etc. and Mass concrete. (upto 10 ton)
10Providing and laying cement concrete Grade M-200 andcuring complete includingthe cost of formwork and reinforcement for reinforced concrete work in (a)foundation,footings,base of columns and mass concrete(up to 10 ton)
11Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton)
12Filling available excavatedearth (excluding rock) intrenches.plinth, sides of foundations etc. in layers not exceeding 20 cm. in depthconsolidating each dispositedlayer by ramming and watering.
13Dispossingof Excavated earth by mechanical transport including loading, unloading and stacking with all Lead and lift. Upto 2 K.m.
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