Rural Development Department Tender
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Costs
EMD
₹ 1,13,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_90283_1Bid Award Id
ViewTender No
ZP/LATEHAR/15/2024-25/Gr_02Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Granular Sub-Base with Graded Material (Table:- 400-1) 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause (RDD 4.01)
406.02
682235
1680.3
Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (RDD 6.02)
366
1961906
5360.4
Carraige of Materials
Cement
218.44
130102
595.6
Sand
164.7
36807
223.48
Stone Chips
848.7
350173
412.6
Construction of R.C.C Small Box
Earthwork in excavation in road embankment in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
38.58
6455
167.33
Providing coarse clean sand in filling in road embankment including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
1.62
955
589.51
Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
2.55
2953
1158.4
Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
3.33
19945
5989.72
Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth 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 royalty all complete as per building specification and direction of E/
22.59
78129
3458.6
Providing 25 rnm thick cement plaster with punning (1:3) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
52.95
5337
100.8
Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.
6.36
40124
6308.87
Providing tor steel reinforcement as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel)
0.08
6567
82096.54
providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)
0.7
56615
80879.07
Providing centering including strutting and proping, and removal after use in deck slab as per specification and direction oe E/I
32.07
18888
588.98
Carriage of Materials
Cement
25.47
13985
549.1
Sand
54.24
6237
115
Stone Chips
23.1
12968
561.4
Boulder
26.4
19674
745.23
Costruction of Guardwall
Earth work in foundation trenches as designed section in all kinds of soil including moorum soil ,mixed with kankar,pepebbles and boulders upto 300 mm size and disposal of the same(beyond 50 m away from the toe of the dam base in the country side) within initial lead of 150m and initial lift of 1.5m all lift as per specification and direction of E/I.
126.72
25797
203.58
Extra for Earth work in hard soil (Vide classification of soil item – B) all complete as per specification and direction of E/I
31.68
17750
560.3
Providing and laying P.C.C. or R.C.C. M-150 with nominal mixture of (1:2:4) in various components of barrage foundation with approved quality of 20mm graded coarse aggregate of sand of requisite F.M. (2..5 to 3.00) washed and screened including Vibrating Precooling etc as well of royalty and all taxes etc. but excluding the cost of necessary from work etc wherever provided and remove after use all complete job as per specification and di8rection of E/I
52.8
242786
4598.23
Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1½:3) in various components of dam supper structure with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2..5 to 3.00) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plans and vibrating, cutting, royalty all taxes etc. all complete job per specification direction of E/I
3.96
24086
6082.45
Providing rough dressed random rubble stone masonry in cement mortal (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed & screened with raking out joints, curing scaffolding & it’s removal wherever required including royalty & all taxes etc complete job as per specification & direction of E/I common part A
73.92
202517
2739.68
Providing rough dressed random rubble stone masonry in C.M. (1:4) in supper structure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed & screened with raking joints to 12 mm depth curing scaffolding & it’s removal wherever required including royalty & all taxes etc complete job as per specification & direction of E/I common part A
95.48
277556
2906.96
Providing shutting including strutting propping etc. and its removal after use in foundation as per specification and direction of E/I.
52.8
22071
418.03
Providing shuttering including strutting propping etc. and its removal after use in supper structure portion of various components of barrage work as per specification as direction of E/I
17.6
7919
449.98
Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed & screened including curing scaffolding wherever required it’s removal royalty and all taxes etc. all complete job as per specification direction of E/I. common part A
255.2
66063
258.87
Earth work in filling foundation trenches or back filling of masonry structure with suitable earth in layer 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 of 1.5m complete job as per specification and direction of E/I
150
17175
114.5
Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I common part A
60
9987
166.46
Carriage of Materials
Cement
45.78
28241
616.9
Sand
100.57
19047
189.4
Stone Chips
50.92
21009
412.6
Stone Boulder
169.4
99932
589.92
Add GST 18% Sl No 1.00 to 37.00
1
849214
849214.77
Add Labour Cess @ 1% of total amount of Item no. 1.00 to 38.00
1
55670
55670.74
Add Photography & Signboard
1
2800
2800
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