Rural Development Department Tender
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Costs
EMD
₹ 10,57,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_92853_2Bid Award Id
ViewTender No
EE/RDSD/LATEHAR/15/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump
20.41
69508
3405.6
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
(RCC M30)
342.41
1491469
4355.8
Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
105.39
9210537
87394.8
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
G) RCC Grade M30
RCC Grade M30 using batching plant, transit mixer & concrete pump
Height upto 5m
91.67
430335
4694.4
Height 5m to 10m
122.99
593635
4826.7
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
38.87
3410644
87744.9
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (B) Sandy Materials
79.32
69373
874.6
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
54.36
89438
1645.3
Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications.
403200
326592
0.81
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
92
10166
110.5
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. C) RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. (ii) For T-beam & slab, (q) (Height 5m to 10m)
390
2143401
5495.9
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
57.4
5045104
87893.8
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
58.39
635078
10876.5
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
7.88
26836
3405.64
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
15.75
137774
8747.6
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
207.6
412625
1987.6
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
50.7
521703
10290
Drainage Spouts complete as per drawing and Technical specification
40
32716
817.9
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. (A) Stone/Boulder
287.06
332530
1158.4
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
143.53
264181
1840.6
Clearing and grubbing road land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.)
0.24
21239
88499.5
Embankment Construction with Material Obtained from Borrow Pits (Construction of Embankment with approved material obtained from Borrow pits with approved material 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.)
6667.75
866140
129.9
Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
720
37872
52.6
Granular Sub-Base with Graded Material (Table:- 400-1) Gr-I (By Mix in Place Method)
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 401.
314.4
451981
1437.6
Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
188.44
320555
1701.1
Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)
1256.25
100876
80.3
Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)
1256.25
15828
12.6
Open graded Premix surfacing (Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.)
1256.25
186427
148.4
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using ) Type B seal coats.
1256.25
67963
54.1
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting).
100
54580
545.8
Excavation for structures in Ordinary soil - (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I (B) - Mechanical Means (i) (Depth upto 3m)
272
15612
57.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
17
57393
3376.1
FILTER MEDIA - Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
105
172756
1645.3
RePlain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(E) RCC Grade M25
Case - I (RCC Grade M25 using batching plant & Concrete pump)
118
516639
4378.3
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
F) RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump (p) Height upto 5m
96.25
445724
4630.9
Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
7.35
642351
87394.8
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
9.51
834454
87744.9
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
150
16575
110.5
Excavation for structures in Ordinary soil - (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I (B) - Mechanical Means (i) (Depth upto 3m)
255
14637
57.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
51
172181
3376.1
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
(b) Random Rubble Masonry
157.99
546424
3458.6
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonry
131.96
457742
3468.8
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC M20
2.55
10628
4168.2
Sand, Damodar River 55 Km (P) + 1 Km (K).
1231.53
1191480
967.48
Stone Chips, Manika 68 Km (P) + 0 Km (K).
2092.19
2357563
1126.84
Stone Metal, Manika 68 Km (P) + 0 Km (K).
216.11
262655
1215.38
Stone Boulder, Manika 68 Km (P) + 0 Km (K).
835.66
978649
1171.11
Bitumin, Bokaro 180 Km (P) + 0 Km (K).
2.69
5604
2083.6
Cement, Daltonganj 105 Km (P) + 0 Km (K).
846.39
1173181
1386.1
Steel, Daltonganj 105 Km (P) + 0 Km (K).
253.11
350835
1386.1
Emulsion, Bokaro 180 Km (P) + 0 Km (K).
1.13
2354
2083.6
Goods & Service Tax (G.S.T.) @ 18%
12
7982861
1
Labour Cess @1%
1
523320
1
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