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Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Cement Concrete Pavement Roads Under M M S S Y In Anganbadi Kendra -02
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
148827Bid Award Id
ViewTender No
148827Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign asper IRC :67-2012 made of retro- reflectorized type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm fixed on a mild steel frame of size 40 x 40 x 5 mm supported on 2 Nos 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 M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
C. made of class A High intensity micro prismatic grade sheeting of type I (for ODR AND VILLAGE ROAD ).
4.8
38952
8115
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Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to mbankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
4618.13
438722
95
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For Sub-base cum drainage layer or upper sub-base with
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-
-
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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.
-
-
-
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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 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section- 200.
In area of light jungle
1.56
63257
40680
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Plant mix method (with Mechanically crushed stone only)
-
-
-
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
-
-
-
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Providing and laying Un-reinforced Cement Concrete without Dowel bars. Including Formwork and expansion, Contraction & longitudinal joints as per design and as per IRC-62-2014, over a prepared base a per approved misx design and finishing to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Valume Roads.
-
-
-
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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
1980
55440
28
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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
3960
990000
250
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P.C.C. M-15
712.8
2633796
3695
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600 mm dia
50
130850
2617
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R,C.,C. Grade M30 With minimum Cement Content @375kg/cum
1320
5796120
4391
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Grading-V Material
1980
2716560
1372
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