Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Eprocure
Opening Date2 Sep 2024
Closing Date9 Sep 2024
Tender Amount₹ 52,55,397
Costs
EMD
₹ 1,05,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_91868_1Bid Award Id
ViewTender No
12/WRD/MID/SRK/F2/2024-25 (UNTIED FUND)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing rough dressed random rubble stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing scaffolding and its removal wherever required including royalty and all taxes etc. complete Job as per specificition and direction of E/l.Vide Item No. PART-B 5.4.11)( PART-A 4.31)
66.6
193603
2906.96
Providing and laying P.C.C & R.C.C.m-200 with nominal mix of (1:1.5:3) in superstructure with approved quality of stone chips 20mm to 6 mm size graded and cean coarse of F.M 2.5 to 3 including screening , shutering , mixing cement concrete in mixer and placing in position , vibrating , striking , curing , taxes and royalty all complete as per building specificatin and direction of E/I . (5.3.10. )
2.81
17091
6082.45
Providing and laying R.C.C.m-200 with nominal mix of (1:1.5:3) in deck slab with approved quality of stone chips 20mm to 6 mm size graded and cean coarse of F.M 2.5 to 3 including screening , shutering , mixing cement concrete in mixer and placing in position , vibrating , striking , curing , taxes and royalty all complete as per building specificatin and direction of E/I . (5.3.11 )
11.79
74381
6308.87
Providing T.M.T bar reinforcement ( tor steel ) as per design drawing , remival of rust ,cutting , bending , binding , including supplying annealed wire , placing M.S .rods in position all complete job as per specification and direction of E/I. ( 7.3.22a)
1.4
113230
80879.07
Providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/I. (Vide Item No. PART B 5.5.5),(PART A 3.12)
115.02
29775
258.87
Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.((Vide Item No. PART B 6.7.6),(PART A 6.9)
24
3995
166.46
Providing coarse clean local sand in filling in fountation trenchesor in plinth including ramming , waterint in layers not exceeding 150mm thick with all lead and lift including cost of all materials labours royalty and tax all complete as per building specification and direction of E/I(5.1.10 BCD)
36.09
21275
589.51
Providing Centering and shuttering including strutting, proping etc.and removal of form for foundations, footings, bases of columns, etc. for mass concrete. ( BCD 5.3.17.1)
18.84
3670
194.85
Providing shuttering in superstructre / strut including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (5.3.17.6 )
10.04
4672
465.38
Providing of centring including strutting and proping , etc. and removal after use in deck slab as per specificatiob and direction of E/I ( 5.3.17.3)
20.25
8825
435.82
Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l.(Vide Item No. 6.1.16 PART-B)
61.35
7024
114.5
E/W in flood embankment , canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil -A and B ) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots ,or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I (As per TEC Letter No. 587 Dated 22-09-06) Lead beyond 1 K.M but upto 2 K.M. (7.1.26.3 WRD PART -B)
7721.78
1595783
206.66
Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95 % of maximum dry density , including sprinking the required quality of water , making arrangment for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drwing , including hire charges of compacting machine and other tools paints etc. for lined canal all complete as per specification and direction of E/I. ( Mode of Measurment -sectional mesurment of compacted earth ) (7.1.39 WRD PART- B)
7721.78
198835
25.75
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. ( Mix by Place Method Grading -II) (401B (ii) RCD)
544
716284
1316.7
Carriage of Materails - Cement
51.65
33164
642.1
Sand
534.31
439737
823
Chips
128.88
122214
948.28
Stone Boulder
159.49
157055
984.74
Metal
257.03
253105
984.74
Steel
1.4
898
642.1
GST 18%
4409629.7
793733
1
Labour Cess1%
5203363.05
52033
1
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