Rural Development Department Tender
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Costs
EMD
₹ 5,15,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Tundul River At Nayasarai Road In Dakshini Tundul Panchayat Under Nagri Block In Ranchi District
Description
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Contact
Tender Id
2024_RDSPL_95808_1Tender No
RDD/SD/RANCHI/28/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)
301.2
8162
2458665.48
Levelling Course for Pile Cap (PCC M15)
18.88
3405
64297.73
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)
319.46
4295
1372336.27
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.26
3405
17913.67
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
11.5
4378
50350.45
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m
59.26
4630
274427.13
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification.
68
110
7514
Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30
RCC Solid Slab (Height between 5m to 10m)
207.3
5073
1051653.63
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
15.76
8747
137862.18
Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
33.8
3698
125005.92
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
33.8
268
9088.82
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
33.8
26
905.84
Providing drainage spout complete as per drawing and technical specification
18
817
14722.2
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins.
79.8
1987
158610.48
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
29.48
10876
320639.22
Tack Coat on Cement concrete pavement
294.75
18
5482.35
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
43.52
87394
3803421.7
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
16.59
87744
1455687.89
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.62
87893
1021325.96
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.
26.69
1645
43913.06
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
43.16
1158
49996.54
Painting Two Coats on New Concrete Surfaces
272.94
70
19187.33
Painting on Concrete Surface
484.5
80
38953.8
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.
2982.68
61
183375.37
Compacting original ground supporting embankment (Rolling with vibratory roller)
416.25
62
25932.38
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - I Material
416.25
1437
598401
Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates 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 paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density).
208.13
1701
354049.94
Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)
1387.5
80
111416.25
Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
1387.5
12
17482.5
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)
1387.5
148
205905
Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.
1387.5
54
75063.75
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 )
7.38
1158
8548.99
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
440.2
57
25267.48
Sand filling in foundation trenches as per Drawing and Technical specification
43.81
567
24875.32
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M10 )
182.74
3376
616948.51
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
282.28
3458
976293.61
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
452.02
3468
1567966.98
Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.
426
110
47073
40 mm dia M5 Pipe
43.2
206
8899.2
18 mm thick steel plate
0.07
64000
4340.74
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
14.55
4168
60647.31
Dismatling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting an d dismantled material, disposable of unserviceable material with all lifts and lead of 1000 meters) Prestressed/ Reinforced cement concrete grade 20 and above (By mechanical means)
37.5
887
33262.5
Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means
95.81
134
12877.2
Sand (Kanchi River) S-61km
1054.7
1022
1078620.6
Cement (Ranchi) S-12km
566.32
521
295165.98
Boulder (Tupudana) S-14km
858.27
496
426328.46
Aggregate (Tupudana) S-14km
1767.16
323
571358.17
Steel (Ranchi) S-12km
76.17
521
39699.8
Bitumen (Bokaro) S-130km
2.97
1618
4807.24
Bitumen Emulsion (Bokaro) S-130km
1.17
1618
1893.76
GST 18%
21619693.21
-
3891544.78
Labour Cess 1%
25511237.99
-
255112.38
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