Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Bridge Construction
Opening Date19 May 2023
Closing Date29 May 2023
Tender AmountRefer Documents
Costs
EMD
₹ 3,11,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
134901Bid Award Id
ViewTender No
134901Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Providing Bored cast In situ M -35 grade RCC Pile excluding reinforcement complete as per drawing and Technical specifications and removal of excavated earth (iii) Pile diameter 1200 mm.
693.6
9796406
14124
Pile Load Test on single Vertical Pile in accoedance with IS : 2911(Part-IV) in static load method only (ii) Lateral Load test
3
202500
67500
Cement concrete for reinforcement Concrete in Pile cap complete as per drawing and Technical specification as (A) Using concrete mixer (ii) RCC Grade M30
321.3
1667868
5191
Levelling course for pile cap ( providing and laying of PCC M-15 levelling course 100mm thick below the pile cap )
19.6
79721
4067
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600
120.22
7432729
61824
Taking trail boring 100mm dia. For detailed investigation with diamond drill double tube in all type of Hard rock including all material such as casing pipes, grease and other such material and or as required including accessories,coveying such material and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C.78-2014 and section 2400 including testing and preserving rock core sample in core boxes as per specification.
10.5
45885
4370
Taking trail boring 100mm dia. For detailed investigation with diamond drill double tube in all sorts of soil like sand,soft soil , moorum,gravels, boulders and soft rock including all material such as casing pipes, accessories, grease and other such material and or as required including coveying such material and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C.78-2014 and section 2400 including testing of samples as per specification.
144
301824
2096
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). Using concrete mixture (E) Height 5m to 10m (a) Using concrete Mixer (iii)R.C.C. Grade M-30
236.09
1391508
5894
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in Sub structure complete as per drawing and technical specifications section 1600 and 2200
23.6
1465669
62102
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.
39.06
11288
289
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
233.85
190588
815
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.
83.7
145052
1733
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.
234000
210600
0.9
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).
(B) RCC Grade M 30 (I) For Solid Slab Super Structure (a)Using Concrete Mixer
(iii) Height above 10m
573.56
3899633
6799
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in Super structure complete as per drawing and technical specifications
76.04
4797692
63091
Providing & laying CC wearing coat M30 grade including reinforcement complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 and clause 2702 of specifications .
74.25
791654
10662
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. (vide drawing No. SD/201, SD/304)
264
432168
1637
Drainage spouts complete as per drawing and Technical specifications of section 2705
42
75894
1807
PCC M15 Grade leveling course below approach slab
complete as per drawing and Technical specification and as
per relevant section 2700
12.7
50719
3993
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
25.2
214704
8520
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.)
58.8
588706
10012
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
11880
5940
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
77
58905
765
Total cost of LSB
-
40467315
-
Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6
(B) 1000 mm Dia
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.
157.5
1021388
6485
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 not less than 5)
6505.82
1600431
246
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
454.01
127124
280
Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)
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)
455.4
414415
910
Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401.
166.53
83430
501
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
II Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15
(a) Concrete grade M 15
954.33
5819524
6098
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical Clause 1302.
477.17
1108935
2324
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
III) Cement concrete grade M 10 in case of concrete block pitching
P.C.C grade M 10 (Nominal mix 1:3:6)
855.6
4369549
5107
Water Bound Macadam with Crushable Screenings
3) WBM Grading 3 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 3 as per Technical Specification Clause 405.
237.94
503952
2118
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
1586.25
95175
60
Tack Coat
(iii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
1586.25
28553
18
20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006
(II) Bitumen (VG-30)
1586.25
271249
171
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, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006
Case - II : Type B
(II) Bitumen (VG-30)
1586.25
95175
60
Cautionary, mandatory, informatory direction and place identification sign boards.
Semi-Reflective Traffic signs upto 0.90 sqm
Direction and place identification 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
13242
6621
(B) 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
1
19249
19249
Providing and fixing “Citizen Information Board/Maintenance Information Boade” of PMGSY Project
(A) 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
19621
19621
Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.
352
232672
661
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 (iii)HYSD steel bars
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.12
339579
82390
Total Diversion & approach road cost
-
16163263
-
Total construction cost LSB+ diversion+Approach road
-
56630578
-
GST 18% of Diversion & approach road cost
-
2909387
-
Maintenace @2.5%
-
1415764
-
Total
-
60955729
-
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