Rural Development Department Tender
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Costs
EMD
₹ 5,13,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_95906_3Tender No
RDD/SD/SIMDEGA/08/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-
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Documents
BOQ Items
Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications
417.4
4378
1827502.42
Filling Annular Space Around footing in Rock (in PCC M10).
140.73
3376
475118.55
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
21.44
87394
1873831.91
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
107.93
4630
499813.04
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
36.44
87744
3197687.39
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.
80
110
8840
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.
125.34
1645
206221.9
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
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
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
8747
137774.7
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.
37.73
10876
410370.35
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
42.51
87893
3736365.44
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
5.25
3405
17879.61
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
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
Drainage Spouts complete as per Drawing and Technical Specification.
24
817
19629.6
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
194.81
874
170380.83
APPROACH ROAD 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.)
352.17
154
54445.48
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
1409.94
129
183151.21
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.)
463.5
52
24380.1
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.
71.07
1437
102170.23
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.
125.15
1437
179915.64
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.
115.88
1701
197123.47
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)
772.5
80
62031.75
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)
772.5
12
9733.5
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.)
1332.9
148
197802.36
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.
1332.9
54
72109.89
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
Protective Work 1(RCC Retaining Wall): 40 M: 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
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
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
90.9
4378
397987.47
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
42
4630
194497.8
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
4.65
87394
406385.82
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
6.85
87744
600701.59
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
Protective Work 2(Guard Wall): 100 M : 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.
314.28
57
18039.67
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.)
46.56
3376
157191.22
Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
188.49
3458
651911.51
Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.
174.38
3468
604889.34
Furnishing and Placing Reinforced/Prestressed cement concrete (PCC Grade M20) in super-structure (coping) as per drawing and Technical Specification
6
4168
25009.2
Pointing with cement mortar (1:3) on stone work as per Technical specifications.
225
57
12915
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.
50
110
5525
CARRIAGE OF MATERIALS Cement, SIMDEGA 44 Km.(P) + 1 Km (K) .
543.72
840
456779.17
Steel, SIMDEGA 44 Km.(P) + 1 Km (K) .
118.18
840
99279.66
Sand, LOCAL (SANKH RIVER) 17 Km.(P) + 1 Km (K) .
702.85
402
282573.81
Chips, KERSAI 21 Km.(P) + 1 Km (K) .
1344.74
461
620678.19
Aggregate, KERSAI 21 Km.(P) + 1 Km (K) .
375.3
491
184602.56
Bitumen , BOKARO 289 Km.(P) + 1 Km (K) .
4.79
3118
14938.09
Add @ 18% of (A) for GST
21520764.07
-
3873737.53
Add 1% of (C) for Labour Cess
25394501.6
-
253945.02
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