Public Works Department Tender
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Costs
EMD
₹ 1,98,580Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_428352_1Bid 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/
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Documents
BOQ Items
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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-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
42.93
3439
147636.27
Peer Baavji to Malak Maliya CD 0/900
60.5
3439
208059.5
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
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
320.9
4000
1283600
Peer Baavji to Malak Maliya CD 0/900
838.06
4000
3352240
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
0.8
88013
70410.4
Peer Baavji to Malak Maliya CD 0/900
3.72
88013
327408.36
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
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
108
115
12420
Peer Baavji to Malak Maliya CD 0/900
344
115
39560
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
316.54
467
147824.18
Peer Baavji to Malak Maliya CD 0/900
86.4
467
40348.8
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)
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
270.9
90
24381
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
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
43.22
212
9162.64
Peer Baavji to Malak Maliya CD 0/900
86.43
212
18323.16
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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-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
28.81
1015
29242.15
Peer Baavji to Malak Maliya CD 0/900
43.22
1015
43868.3
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 )
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
157.7
5160
813732
Peer Baavji to Malak Maliya CD 0/900
120.4
5160
621264
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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-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
19.8
1301
25759.8
Peer Baavji to Malak Maliya CD 0/900
154.8
1310
202788
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
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
149.5
5106
763347
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25Height upto 5mWith Batching Plant, Transit Mixer and Concrete Pump
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
10.9
4797
52287.3
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
13.2
89726
1184383.2
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.
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
73.6
1085
79856
Drainage Spouts complete as per drawing and Technical specification
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
4
1255
5020
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.
-
-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
18
1301
23418
Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Dry rubble Flooring
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-
-
Tal to Pili Ka Chowda Km 0/0 to 2/200 CD 0/550 & 0/850
19.2
1689
32428.8
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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-
-
Peer Baavji to Malak Maliya CD 0/900
60
5000
300000
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