Zilla Parishad Tender
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Costs
EMD
₹ 13,300Document Cost
₹ 1,250Tender Fee
Refer Documents
Summary
Constructio Of Guardwall And Pcc Road From Main Road To Peepar Dam Under Tetulia-2 Panchayat.
Description
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Contact
Tender Id
2025_ZPDH_100756_6Bid Award Id
ViewTender No
3/2025-26/DE/ZPDH/DHANBADTender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Providing centering and shuttering including strutting,propping etc and removal of form for foundation all complete as per specification and direction of Engineer-in-charge'
28.02
194
5449.89
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering M20(1:1.5:3) all complete as per specification and direction of Engineer-in-charge'
36.87
4961
182938.99
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(d) s/metal { av lead 26 km(p)}
35.01
501
17570.82
... More
1. Guard Wall Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A )and disposal of excavated earth as obtained to a distance upto 50m including all lifts .Extra for earth work in hard soil as per specification and direction of E/I(vide classification of item-B)
25.48
167
4263.57
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provinding p.c.c m-150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of 2.5 to 3 excluding screening ,shuttering ,mixing cement concrete mixture and placing in position as building specification and direction of E/I
0.88
4961
4366.32
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Supplying and laying (Proper;y as per design nd drawing) rip-rap with good quality of boulders duly packad . all complete as per specification and direction of E/I
30.93
1756
54325.45
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ADD CARRIAGE OF MATERIAL
(a) cement {av lead 10 km(p)}
24.64
502
12384.06
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Plastering with cement mortar (1:4), 12 mm thick on substructure complete as per drawings and technical specifications all complete as per building specification and direction of E/I
55.74
174
9702.66
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2. P.C.C. Labour required for site clearence ,cutting levelling and dressing all comp
25
359
8988.25
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Providing random rubble stone masonary in c.m(1:4)in super stuture with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of f.m 2 to 2.5 including cost of screening ,raking out joints to 20mm depth,curing ,taxes and royality all complete as per building specification and direction of E/I
21.24
2906
61743.83
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceding 150mm thick with all leads and lifts including cost of all materials as per building specification and direction of E/I
2.8
589
1650.63
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Filling in foundation both side of road embankment . (Flank Filling)
12
359
4314.36
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provinding p.c.c m-75 with nominal mix of (1:4:8) in foundation approved quality of stone metal grade -III (50 mm to 25 mm),size clean corseall complete as per building specification and direction of E/I
4.25
3751
15944.47
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(b) sand (avg lead 12 km)(11P+1K)
55.58
312
17383.83
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1% Labour Cess
658165.82
-
6581.66
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(e) S/ boulder { av lead 20 km(p)}
53.01
589
31271.66
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(c) s/chips {av lead 26 km(p)}
32.45
501
16286.01
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EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)
79.3
128
10220.18
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Providing Coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts . all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
12.52
589
7380.67
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Provinding weepholes in bricks massonary/stone masonry,plain/reinforced concrete abutment complete as per drawings and technical all complete as per building specification and direction of E/I
20
100
2000
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