Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Bridge Construction
Opening Date3 Jan 2023
Closing Date16 Jan 2023
Tender AmountRefer Documents
Costs
EMD
₹ 2,94,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
119162Bid Award Id
ViewTender No
119162Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
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
608.95
80017
131.4
3 m to 6 m depth
142.08
21355
150.3
Above 6 m depth
-
-
184.5
Ordinary rock (not requiring blasting)
134.67
29816
221.4
Hard rock (requiring blasting)
-
-
610.2
Dewatering
-
-
-
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition).
-
-
-
Ordinary soil
-
-
-
Upto 3 m depth
608.95
16003
26.28
3 m to 6 m depth
142.08
4271
30.06
Above 6 m depth
-
-
36.9
Ordinary rock (not requiring blasting)
134.67
5963
44.28
ANNULAR FILLING
-
-
-
Filling Annular Space Around Footing in Rock (Lean cementconcrete M15 nominal mix.
89.51
371623
4151.7
M15 grade PCC below foundation
-
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
67.2
279009
4151.7
Exploratory boring
-
-
-
Exploratory boring 100mm dia:-at the location of piers and abutments or for high embankments in approaches in all type of strata as per IRC 78:2014 and section 2400 of specifications for collection of samples at different depth(rock sample and undisturbed soil sample)and test including preseving core samples as per specification.
-
-
-
UPTO 1.0 m below bed level
3
16068
5355.9
Beyond 1.0 m upto 5.0 depth
12
14040
1170
Beyond 5.0 m
35
46463
1327.5
Reinforced Cement Concrete in foundations - M30
-
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
175.93
948739
5392.8
HSD bars reinforcement in Foundation
-
-
-
Supplying, fitting and placing HSD (High Strength Deformed
Steel) bar reinforcement in foundation complete as per
drawing and technical specifications as per section 1600.
21.57
1333569
61823.7
SUBSTRUCTURE
-
-
-
Reinforced Cement Concrete in substructure - M30
-
-
-
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).
158
905814
5733
HSD bars reinforcements in substructure
-
-
-
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.
19.97
1240334
62101.8
Weap Holes
-
-
-
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 specifications section 2706 and 2200.
88.11
25455
288.9
Back Filling Behind abutment
-
-
-
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.
219.78
179011
814.5
Elastomeric Bearing
-
-
-
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 specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200.
261360
235224
0.9
SUPERSTRUCTURE
-
-
-
Reinforced Cement Concrete in Deck slab and Diaphrags, M30
-
-
-
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).
134.97
917582
6798.6
RCC Crash Barrier
-
-
-
Concrete M40
-
-
-
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).
24.47
166102
6786.9
HSD bars reinforcement for RCC Crash Barrier
-
-
-
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications.
30.98
1954360
63090.9
Cement Concrete Wearing Course
-
-
-
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.
21.69
231259
10662.3
RCC railing of M30 Grade
-
-
-
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304)
-
-
1686.6
Drainage Spout
-
-
-
Supplying and installing drainage spouts complete as per drawing and Technical specification clause 2705.
22
39739
1806.3
M15 grade PCC below Approach Slab
-
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
8.82
35221
3993.3
RCC in Approach Slab, including reinf
-
-
-
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
17.64
150298
8520.3
Strip seal type expansion joint
-
-
-
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 specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)
25.2
252292
10011.6
Filler joint
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
25.2
4990
198
Testing of span of bridge
-
-
-
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
58905
765
Bituminous Wearing Coat
-
-
-
Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects).A.With sensor paver finisherfor (iii) Grading II (13.2 mm nominal size) with bitumen 6.0 %
-
-
9082.8
Mastic Asphalt Layer
-
-
-
Mastic Asphalt (Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39 prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with fine-grained hard stone chipping of 13.2 mm nominal size pre- coated with bitumen at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause-516.)
-
-
459.9
Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15
-
-
-
Providing and lying Pitching on slopes laid over prepared filter media in front of toe of embankement complete as per drawing and technical specification as per section 2504.
31.94
135242
4234.5
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 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.
66.51
115293
1733.4
Providing and laying Filter material
-
-
-
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.
21.29
39840
1871.1
Embankment Earthwork
-
-
-
Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)
194.53
34236
176
Traffic Sign Boards
-
-
-
Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
9458
4729
Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
9334
4667
PMGSY Information Board
-
-
-
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.
1
13749
13749
PMGSY Citizen Information Board
-
-
-
Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back.
1
14015
14015
Marble Plate
-
-
-
Providing and Fixing of Av. 20mm thick marble plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.
1
4500
4500
Painting on Concrete Surfaces
-
-
-
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
1171.33
122990
105
Dismantling of existing structure
-
-
-
Dismantling of existing structures like culverts, bridges,
retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in ( Cement Concrete Grade M-15 & M-20)
-
-
313.2
Removing all type of hume pipes and stacking within a lead
upto 1000 meters including earthwork and dismantling of
masonry works around pipes.(Up to 1000 mm dia)
-
-
360
Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
-
-
993.6
Excavation
-
-
-
Excavation in SH2B (URTULI) TO GARIYABAND
-
-
-
Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
536
34840
65
Construction of embankment
-
-
-
Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5
2088
354960
170
Shoulders
-
-
-
Construction of subgrade 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)
78
15600
200
Construction of granular sub-base
-
-
-
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)
213
138450
650
Water Bound Macadam
-
-
-
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
-
-
-
WBM G-II
54
82242
1523
WBM G-III
54
84564
1566
Prime Coat
-
-
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
712
30616
43
Tack Coat
-
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
712
9256
13
Open - Graded Premix Surfacing
-
-
-
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm 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.)
712
86864
122
Seal Coat
-
-
-
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 A and B seal coats) Case - I : Type A- II
712
39872
56
Pitching on slopes
-
-
-
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 as per section 2504.
(B) Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in
cement concrete of Grade M15
161
681755
4234.5
Filter Media
-
-
-
Providing and laying Filter material underneath pitching in
slopes complete as per drawing and Technical specification
including trimming of slopes to proper profile and
preparation of bed as per section 2504.
82.32
154021
1871.1
Clearing and grubbing
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle
1254
6270
5
(For Profile Correction) Construction of embankment
-
-
-
(For Profile Correction) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)
180
31680
176
Construction of subgrade
-
-
-
Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) 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.For Item No.3.12(a) & (b)
229
41220
180
Construction of granular sub-base
-
-
-
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.
99
64350
650
Crushed stone aggregates
-
-
-
Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
46
65090
1415
Semi-Reflective Traffic signs
-
-
-
Semi-Reflective Traffic signs more than 0.90 sqm sign board. Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
9334
4667
Excavation for Structure of 600mm pipe
-
-
-
Excavation for Structure of 600mm pipes as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
250
63250
253
Cement concrete pipe NP3 (600mm)
-
-
-
Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.
30
87840
2928
Filling in Foundation Trenches
-
-
-
Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9
I Sand filling
11
10021
911
Backfilling behind abutment
-
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. I) Granular Material
22
16104
732
Add 18% GST
-
14361046
-
1st Year Maintenance
-
45639
0.15
2nd Year Maintenance
-
45639
0.15
3rd Year Maintenance
-
60852
0.2
4thYear Maintenance
-
76065
0.25
5thYear Maintenance
-
76065
0.25
Total Cost of maintenance
-
304259
-
Add 18% GST
-
359025
-
Grand Total(Included Maintenance)
-
14720071
-
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