Public Works Department Tender
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Costs
EMD
₹ 5,69,840Document Cost
₹ 2,000Tender Fee
₹ 2,000
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
2024_CEPWD_428352_2Bid Award Id
ViewTender No
NIT No. 07/2024-25 EE PWD Dn. BHIMTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
253.66
62
15726.92
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
14.4
62
892.8
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PCC 1:3:6 in Foundation (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.)
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-
-
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SH 56 to Panton Ki Anti CD 1/100
50.45
3439
173497.55
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
94.83
3439
326120.37
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
33.48
3439
115137.72
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
1.8
3439
6190.2
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
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-
-
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SH 56 to Panton Ki Anti CD 1/100
1311.28
4000
5245120
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
887.16
4000
3548640
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
429
4000
1716000
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
19.1
4000
76400
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
-
-
-
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SH 56 to Panton Ki Anti CD 1/100
2.75
88013
242035.75
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
2.95
88013
259638.35
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
3.42
88013
301004.46
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
0.02
88013
1760.26
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia
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-
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SH 56 to Panton Ki Anti CD 1/100
-
-
-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
-
-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
15
5000
75000
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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 foce. Complete as per drawing and Technical specifications
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-
-
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SH 56 to Panton Ki Anti CD 1/100
760
115
87400
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
312
115
35880
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
116
115
13340
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
5
115
575
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
-
-
-
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SH 56 to Panton Ki Anti CD 1/100
211.2
467
98630.4
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
619.87
467
289479.29
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
135
467
63045
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 )for grading-III Material
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-
-
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SH 56 to Panton Ki Anti CD 1/100
106.88
212
22658.56
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
149.25
212
31641
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
1215
212
257580
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
41.63
212
8825.56
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Wet Mix Macadam (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
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-
-
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SH 56 to Panton Ki Anti CD 1/100
53.44
1015
54241.6
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
-
-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
945.55
1015
959733.25
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
61.63
1015
62554.45
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
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-
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SH 56 to Panton Ki Anti CD 1/100
142.5
5160
735300
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
221.63
5160
1143610.8
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
356
5160
1836960
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
104.88
5160
541180.8
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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.Boulder laid dry without wire crates.
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-
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SH 56 to Panton Ki Anti CD 1/100
171
1301
222471
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
36
1301
46836
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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)
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-
-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
581.25
90
52312.5
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
2040
90
183600
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
60
90
5400
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Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3
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-
-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
109.2
4284
467812.8
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump.Height upto 5m
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-
-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
100.44
5106
512846.64
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
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-
-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
19.2
89726
1722739.2
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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.
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-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
53.82
1085
58394.7
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Drainage Spouts complete as per drawing and Technical specification
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-
-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
8
1255
10040
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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stackin
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
1.15
14557
16740.55
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Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Dry rubble Flooring
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-
-
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Lasni to Devpura km 0/0 to 4/500 CD 0/050
38.4
1689
64857.6
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Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical MeansBituminous course
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-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
31.88
214
6822.32
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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 503 ( L
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-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
4875
34
165750
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Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a pr
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
675
4788
3231900
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
13500
9
121500
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
7125
9
64125
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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.)Case - I: Mechanical method using Penetration grade Bitumen VG - 30 and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
13500
96
1296000
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
7125
96
684000
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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 - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
13500
38
519750
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NH-8 Barjal to Meraton Ki Barjal ( Km 0 to 4.900)
7125
38
274312.5
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including
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-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
22.5
850
19125
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Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast)
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-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
6
1532
9192
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Hectometer stone (Precast)
-
-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
18
461
8298
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
4
5688
22752
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
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-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
2.16
12508
27017.28
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Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
1
8239
8239
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of made of tow MS Sheet of 1.6 MM thick each of Size 900mmX750MM stiffend by angle iron 25mm X 25 MM X 3MM all around the plate & paltes fixed on frame of 75mm dia pipe of 12 SWG sheet (Vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mm X 600 MM X 750 MM size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per specification.
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
2
8712
17424
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
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-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
549.9
368
202363.2
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.40m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.50 to 1.00 Sqm with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
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-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
1
12500
12500
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
-
-
-
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Suratpura to Malkot Via Kakrod km 2/700 to 4/000, 7/00 to 9/700 & CD 5/850
66
12
792
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