Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Bridge Construction
Opening Date8 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 1,12,16,000
Costs
EMD
₹ 56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
160980Tender No
160980Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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BOQ Items
DIVERSION
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176
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Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM)
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-
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Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)
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450
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By Mix in place method
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-
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Disintegrated rock i.e. mourum having CBR value not less then 15% and Pi 4 & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer)
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-
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Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6
Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
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5177
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1000 mm Dia
-
-
-
600MM DIA
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2928
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Excavation for Structures 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 including dewatering etc. complete.
-
-
-
Ordinary soil
-
-
-
Upto 3 m depth
3423.13
146
449799.28
3 m to 6 m depth
494.51
167
74324.55
Above 6 m depth
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205
-
Add extra as follows in th rates of the above items if dewatering
-
-
-
Upto 3 m depth
1990.29
175
313829.24
3 m to 6 m depth
683.06
200
123196.7
Above 6 m depth
158.66
246
35127.32
The cost of shoring and shuttering when needed be added at 1 percent on cost of excavation for open foundation.
5440.22
1
7148.45
Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications.
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4613
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Using concrete mixer
-
-
-
PCC Grade M15
-
-
-
RCC Grade M30
38.75
5992
208965.61
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
6.29
68693
388809.25
Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications.
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-
-
upto 1m
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5951
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1m to 5m
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1300
-
Beyond 5m
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1475
-
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
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-
-
Height upto 5m
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-
-
Using concrete Mixer
-
-
-
R.C.C. Grade M-30
117.3
6370
672469.43
R.C.C. Grade M-30 (height up to 5m to 10m)
153.73
6549
906076.42
Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure
complete as per drawing and technical specifications section 1600 and 2200.
13.37
69002
830114.76
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 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.
63.37
321
18307.59
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.
(i) Granular material
428.99
905
349413.98
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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 specifications 710.1.4 of I.R.C. 78 and 2200.
299.74
1926
519571.05
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).
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-
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RCC Grade M 30
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-
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Using Concrete Mixer
-
-
-
Height upto 5m
-
-
-
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure
complete as per drawing and technical specifications
13.93
70101
878919.33
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.
53.09
11847
566061.51
Drainage Spouts complete as per drawing and Technical specifications of section 2705
23
2007
41544.9
Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
14.27
9467
121576.16
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
7.23
4437
28871.56
Filler joint
9.51
1204
10305.04
Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
-
-
-
Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight
4.76
220
942.48
Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per IRC : SP-51)
77
850
58905
Providing and Fixing of Av. 20mm thick Granite plate
including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
2
6600
11880
Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post ISMC 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" G.I. pipe excluding cost of end concrete post.
148.8
1531
205031.52
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503
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-
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Providing and laying of apron with cement concrete
blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification.
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4705
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Curtain wall complete as per drawing and Technical specification as per section 2507.2
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6197
-
Cement concrete Grade M15
-
-
-
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
231
2476
514760.4
Assistant Engineer
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-
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PIU CGRRDA
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Dantewada
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-
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