Rural Development Department Tender
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Costs
EMD
₹ 6,25,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDSPL_97799_2Tender No
RDD/SD/RANCHI/02/2024-25 Re-tender (3rd Call)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Plain/Reinforced cement concrete (PCC Grade M10) in open foundation complete as per drawing and technical specifications.
27.96
3376
94395.76
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Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications
497.39
4378
2177722.64
... More
Filling Annular Space Around footing in Rock (in PCC M10).
137.11
3376
462897.07
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
23.57
87394
2059720.65
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Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
171.42
4630
793828.88
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
40.9
87744
3588941.9
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
108
110
11934
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Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm 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.
162.71
1645
267706.76
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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 accessrories as per drawing and Technical Specifications.
241920
-
195955.2
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Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification.
286.5
5495
1574575.35
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Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
8747
137774.7
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.
37.73
10876
410370.35
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Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
42.51
87893
3736365.44
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PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
5.25
3405
17879.61
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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
10290
347802
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance to 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.
148.24
1987
294641.82
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Drainage Spouts complete as per Drawing and Technical Specification.
24
817
19629.6
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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
375.59
874
328491.01
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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
146.6
154
22664.36
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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)
Rolling with Vibratory roller
8230.13
129
1069093.89
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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.)
834.75
52
43907.85
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Granular Sub-Base (Shoulder) with Coarse Graded Material Gr-I
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.
128
1437
184012.8
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Granular Sub-Base (Carriageway) with Coarse Graded Material Gr-I
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.
225.38
1437
324006.29
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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.
208.69
1701
355002.56
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Prime coat over WMM/WBM (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means)
1391.25
80
111717.38
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Tack coat on Bituminus surfaces (Providing and applying tack coat with bitumen emulsion on pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).(in Two Layers)
1391.25
12
17529.75
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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.)
1951.65
148
289624.86
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Seal Coat (Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels,grade andcross fall using Type A seal coats.
1951.65
54
105584.27
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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
(2x2x25 Nos. = 100 Nos.)
100
545
54580
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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.
352.6
57
20239.24
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PCC 1:3:6 in Foundation (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.)
22.8
3376
76975.08
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Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
90.9
4378
397987.47
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Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
42
4630
194497.8
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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
4.17
87394
363999.34
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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
6.12
87744
536998.79
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
60
110
6630
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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.
762.3
57
43756.02
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PCC 1:3:6 in Foundation (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.)
152.46
3376
514720.21
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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
408.24
3458
1411938.86
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Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
319.2
3468
1107240.96
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Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
25.2
4168
105038.64
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Pointing with cement mortar (1:3) on stone work as per Technical specifications.
52.5
57
3031.35
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
210
110
23205
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Carriage of Materials
Cement
723.61
663
480042.87
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Steel
123.55
663
81966.39
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Sand
991.08
238
236233.83
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Chips
1802.97
357
644381.48
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Boulder
727.44
552
401583.25
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Aggregates
612.86
378
232034.92
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Bitumen
7.22
2095
15130.23
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Add 18 % G.S.T
26224515.69
-
4720412.82
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Add 1% Labour Cess
30945148.34
-
309451.48
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