Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 2,91,21,056
Costs
EMD
₹ 5,83,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_96077_1Bid Award Id
ViewTender No
RDD/SD/CHAIBASA/14/24-25(2nd Call)_Gr-02Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)
78
8162
636706.2
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
10.84
95570
1035987.47
Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. PCC Grade M15 using batching plant & Concrete pump
9.43
3405
32114.81
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
(RCC M30)
159.73
4355
695751.93
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.
7.74
3376
26131.01
Filling Annular Space around footing in rock.
17.9
3376
60432.19
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(G) RCC Grade M30
Case - I (RCC Grade M30 using batching plant & Concrete pump)
98.26
4438
436107.36
Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
43.36
87394
3789438.53
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
109.68
4694
514881.79
Height 5m to 10m
73.65
4826
355486.46
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
24.59
87744
2157647.09
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications (B) Sandy Materials
230.81
874
201866.43
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.
90.77
1645
149343.88
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.
161280
-
130636.8
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.
231
110
25525.5
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
156
5495
857360.4
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
22.96
87893
2018041.65
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
25.72
10876
279743.58
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
7.88
3405
26836.44
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
8747
137774.7
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.
91.44
1987
181746.14
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.)
25.35
10290
260851.5
Drainage Spouts complete as per drawing and Technical specification
16
817
13086.4
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
451.23
1158
522704.83
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
225.61
1840
415257.77
APPROACH ROAD PART 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.)
0.19
88499
16814.91
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
399.92
154
61827.63
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.)
3681.71
129
478254.13
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.)
555.75
52
29232.45
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.
242.68
1437
348876.77
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.
147.38
1701
250708.12
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.)
982.5
80
78894.75
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.)
982.5
12
12379.5
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.)
982.5
148
145803
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.
982.5
54
53153.25
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
545
54580
RETAINING WALL 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)
262.4
57
15061.76
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.
16.4
3376
55368.04
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.
86.4
1645
142153.92
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)
104.4
4378
457094.52
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
86.4
4630
400109.76
Supplying,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
6.81
87394
595158.59
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
7.61
87744
667738.69
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.
120
110
13260
GUARD WALL 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)
186
57
10676.4
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.
37.2
3376
125590.92
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.
(b) Random Rubble Masonry
116.1
3458
401543.46
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonry
98.48
3468
341607.42
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC M20
1.84
4168
7669.49
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.
45
110
4972.5
CARRIAGE PART Sand, Manoharpur 10 Km (P) + 1 Km (K).
892.66
297
265905.56
Stone Chips, Noamundi 90 Km (P) + 1 Km (K).
1127.62
1488
1678214.29
Stone Metal, Noamundi 90 Km (P) + 1 Km (K).
455.62
1608
732837.43
Stone Boulder, Noamundi 90 Km (P) + 1 Km (K).
1048.25
1548
1623068.37
Bitumin, Bokaro 305 Km (P) + 0 Km (K).
2.1
3246
6816.81
Cement, Manoharpur 10 Km (P) + 0 Km (K).
436.29
502
219279.35
Steel, Manoharpur 10 Km (P) + 0 Km (K).
119.14
502
59879.76
Emulsion, Bokaro 305 Km (P) + 0 Km (K).
0.88
3246
2856.57
G.S.T @ 18%
24434515.22
-
4398212.74
Labour Cess 1%
28832727.96
-
288327.28
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