Rural Development Department Tender
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Costs
EMD
₹ 11,78,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_80254_1Bid Award Id
ViewTender No
RDD/SD/KODERMA/03/2023-24/Gr 02 (4th Call)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Sandy material)
767.16
670958
874.6
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.
53.94
182106
3376.1
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PCC Grade M15 using batching plant & Concrete pump)
61.88
210741
3405.64
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications., (RCC Grade M25 using Concrete Mixer)
803.12
3516300
4378.3
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (Rcc GradgeM25),(RCC Grade M25 using batching plant, transit mixer & concrete pump)
444.78
2059731
4630.9
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.
34
3757
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,For (ii)T-beam & slab, 25-35 per cent of (a+b+c)
428.4
2354443
5495.9
Approach Slab Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.86
138736
8747.6
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.
33.8
347802
10290
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 MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
604800
489888
0.81
Drainage Spouts complete as per drawing and Technical specification
63
51527
817.9
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.
253.54
503936
1987.6
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
866.25
9421768
10876.5
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
39.96
3492296
87394.8
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
111.94
9822164
87744.9
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
69.15
6077856
87893.8
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.
199.99
329043
1645.3
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.(Stone/Boulder)
57.64
66770
1158.4
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry(coursed/uncoursed)
10.98
37975
3458.6
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum
4970.54
305588
61.48
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.
8654.52
1124222
129.9
Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
366.21
19262
52.6
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.
for Rate per cum for grading-I Material
362.13
520598
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.
224.58
382033
1701.1
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.
1283.3
103048
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.
1283.3
16169
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.
1283.3
190441
148.4
Case-II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.
1283.3
69426
54.1
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.(Stone/Boulder)
1416.85
1641279
1158.4
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 bockfilling with approved material) Mechanical means
405.33
23265
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.
363.22
1226267
3376.1
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications., (RCC Grade M25 using Concrete Mixer)
102.6
449213
4378.3
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (Rcc GradgeM25),(RCC Grade M25 using batching plant, transit mixer & concrete pump)
70.56
326756
4630.9
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
14.95
1306552
87394.8
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.
108.19
178005
1645.3
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.
72
7956
110.5
Carraige of materilas:-
(i) Sand lead 22 km(Surface+2US )
847.32
315304
372.12
(ii) Cement lead 12 km
611.59
307385
502.6
(iii) Boulder lead 12 km(Surface+2US )
69.72
32769
470.01
(iv)Aggregate 12 km
1996.73
526737
263.8
(v) Steel 12 km
235.81
118518
502.6
(vi) Bitumen 184 km(Surface+2US )
2.75
5941
2160.6
(vi) Bitumen Emulsion 184 km(Surface+2US )
1.03
2225
2160.6
GST @ 18%
49396386.77
8891349
0.18
Labour cess @ 1%
58287736.39
582877
0.01
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