Rural Development Department Tender
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Costs
EMD
₹ 1,09,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_97055_17Tender No
RDSD/RAMGARH/07/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
... More
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
222
1822
404572.8
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade(M-150)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
346.88
5360
1859388.75
... More
Carriage of Materials
Cement-10km
145.83
502
73295.67
... More
Sand -20Km
205.99
417
85958.79
... More
Stone chips-30 Km
298.31
604
180329.91
... More
Stone Metal -30 Km
226.44
604
136882.98
... More
E/w in excavation in foundation trenches in hard soil …….do ……..E/I (5.1.1+5.1.2)
29.42
167
4923.18
... More
Providing coarse clean sand in filling in foundation … do …… E/I (5.1.10)
2.23
589
1314.61
... More
Providing stone Metal soling in foundation ……Do …………E/I (COMMON 5.6.3)
3.74
1771
6623.44
... More
Providing P.C.C M15 (1:2:4) in Foundation ………do……… E/I (5.3.1.3)
3.02
4503
13582.34
... More
Providing rough dressed random rubble stone masonry in c.m (1:4) in foundation …. ' . . As per specification and direction of E/I (5.2.28)
10.1
2739
27678.99
... More
Providing rough dressed course stone masonry in c.m (1:4) in superstructure …. ' . . As per specification and direction of E/I (5.2.31)
10.83
2906
31485.28
... More
Providing P.C.C M15 (1:2:4) with stone chips ………do……… E/I (5.3.1.2)
1.59
4598
7324.98
... More
Providing weep hole ………. Do ……….. E/I 6.7.6 COMMON
20
166
3329.2
... More
providing shuttering including strutting ,propping etc. and its removal ……….do…….E/I (5.3.17.3)
11.15
435
4860.26
... More
Providing R.C.C M20 (1:1½:3) in deck slab ………do… E/I (5.3.11)
2.55
6308
16081.31
... More
Providing P.C.C M20 (1:1½:3) in wearing coat over deck slab ………do……… E/I (5.3.1.1)
0.85
4961
4217.47
... More
Providing M.S reinforcement . do…….E/I 5.5.5a
0.32
82096
25860.41
... More
providing shuttering including strutting ,propping etc. and its removal after use in various do…….E/I (5.3.17.3)
13.85
435
6035.24
... More
Providing 25mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening , curing with all leads and lifts … Do… E/I (5.7.12) BCD
29.74
258
7698.79
... More
Carriage of Material
sand
14.77
417
6162.27
... More
cament
5.86
502
2942.72
... More
chips
7.07
604
4274.42
... More
Metal
3.74
604
2259.62
... More
Boulder
20.94
604
12655.21
... More
steel
0.32
502
158.32
... More
Earth work in excavation of foundation trenches in all kinds of soil and disposal of excavated earth so obtained (50M. away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I.
S.O.R. Item No. 6.1.8 + 6.1.9 WRD
292.18
193
56431.65
... More
i) Ordinary Soil (Excavation upto 3.0m depth)
60%
175.31
138
24245.37
... More
ii) Ordinary Rock (not requiring blasting)
40%
116.87
197
23093.51
... More
Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
18.85
3754
70770.44
... More
Providing random rubble stone masonry in cement mortar (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 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.
4.28 COMMON [5.2.28 BCD 2018]
154.2
3458
533316.12
... More
Providing random rubble stone masonry in cement mortar (1:4) in superstructure 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 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.
4.31 COMMON [5.2.31 BCD 2018]
103.95
3468
360581.76
... More
Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
4
3754
15017.6
... More
Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.
6.9 COMMON [6.7.6 WRD 2018]
100
110
11050
... More
Providing 25mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening , curing with all leads and lifts … Do… E/I
120
257
30944.4
... More
Back filling behind abutment, wing wall and return wall (with Sandy Materials) Complete as per drawing and technical specification.
155.83
874
136288.92
... More
Carriage of materials
(i) Cement
46.78
502
23511.63
... More
(ii) Sand
117
417
48824.1
... More
(iii) Stone Chips
20.56
604
12428.52
... More
(iv) Boulder
258.15
604
156051.68
... More
ADD GST 18%
1
817878
817878.75
... More
ADD LABOUR CESS 1%
1
53616
53616.5
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