Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Opening Date13 Nov 2024
Closing Soon28 Nov 2024
Tender Amount₹ 1,46,81,000
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
161163Tender No
161163Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Ordinary soil
-
-
-
Upto 3 m depth
733.05
131
96323
3 m to 6 m depth
349.34
150
52506
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
733.05
26
19265
3 m to 6 m depth
349.34
30
10501
M15 grade PCC below foundation
-
-
-
Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications.
42.08
4151
174704
ANNULAR FILLING
-
-
-
Filling Annular Space Around Footing in Rock (Lean
cementconcrete M15 nominal mix.
108.53
4151
450584
Exploratory boring
-
-
-
Taking trail boring 100mm dai. For detailed investigation with diamound drill double tube in all sorts of soil like sand,soft soil,
,moorum, gravels, boulders and soft rock including all materials such as casing pipes, accessories, grease and other such materials and or as required including conveying the loose sample and core sample serially numbered at the site of work and conveying 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 sample as per specification.
-
-
-
Upto 1.0 m below bed level
3
5355
16068
Beyond 1.0 m upto 5.0 depth
12
1170
14040
Beyond 5.0 m
47.5
1327
63056
Reinforced Cement Concrete in foundations - M30
-
-
-
Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications.
201.92
5392
1088914
HSD bars reinforcement in Foundation
-
-
-
Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and technical specifications per relevant clause of section 1200 and 1900.
19.61
72573
1423162
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).
177.24
5894
1044670
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.
18.57
62101
1152920
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.
62.98
288
18195
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.
178.56
814
145437
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.
93600
-
84240
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).
94.55
6798
642808
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).
83.46
6798
567411
HSD bars reinforcement in Superstructure
-
-
-
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications.
15.13
63090
954565
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
94.08
1686
158675
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.
26.46
10662
282124
Drainage Spout
-
-
-
Supplying and installing drainage spouts complete as per
drawing and Technical specification clause 2705.
28
1806
50576
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
3993
35221
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
8520
150298
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
10011
252292
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
198
4990
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
765
58902
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.
16.36
4234
69276
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.
26.71
1733
46299
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.
10.9
1871
20395
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)
38.31
176
6743
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
4729
9458
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
4667
9334
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
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
784.17
105
82338
Painting on Concrete Surfaces of R.C.C. Railing
-
-
-
Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.
)
244.01
135
33161
Excavation
-
-
-
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
888
65
57720
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
4128
170
701760
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)
143
200
28600
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)
190
650
123500
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
72
1523
109656
WBM G-III
72
1566
112752
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
952
43
40936
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
952
13
12376
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.)
952
122
116144
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)
952
56
53312
Pitching on slopes
-
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Cement concrete blocks of size as per Table 1300.2 cast
in cement concrete of grade M 15.
274
4356
1193544
Filter Media
-
-
-
Providing and laying filter material underneath pitching in
slopes complete as per drawing and technical specifications Clause 1302
137
1660
227420
Maintenance for 5 Year
-
-
356520
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