Public Works Department Tender
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Costs
EMD
₹ 16,740Document Cost
₹ 500Tender Fee
₹ 500
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
2025_CEPWD_449748_6Tender No
NIT No. 18/2024-25 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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Kot Diwer Road km 8/0 to 9/350
0.41
14557
5968.37
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Kot Diwer Road km 5/0 to 8/00
0.9
14557
13101.3
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Filling Pot-holes and Patch Repairs with Mix Seal Surfacing Type B , 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2
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-
-
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NH-8 Baggar to Dhak ka Chora Km 0/0 to 0/500 , 1/0 to 2/0 & 5/0 to 6/500
125
122
15250
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Ajitgarh Titri road km 5/0 to 7/0
75
122
9150
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Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
-
-
-
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NH-8 Baggar to Dhak ka Chora Km 0/0 to 0/500 , 1/0 to 2/0 & 5/0 to 6/500
300
27
8100
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Ajitgarh Titri road km 5/0 to 7/0
250
27
6750
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Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)
-
-
-
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NH-8 Baggar to Dhak ka Chora Km 0/0 to 0/500 , 1/0 to 2/0 & 5/0 to 6/500
425
10
4590
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Ajitgarh Titri road km 5/0 to 7/0
300
10
3240
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Dismantling of Structures (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 of 1000 metres)By Mechanical Means Prestressed / Reinforced cement concrete grade M-20 & above
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-
-
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NH-8 Baggar to Dhak ka Chora Km 0/0 to 0/500 , 1/0 to 2/0 & 5/0 to 6/500
15
824
12360
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Ajitgarh Titri road km 5/0 to 7/0
15
824
12360
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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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NH-8 Baggar to Dhak ka Chora Km 0/0 to 0/500 , 1/0 to 2/0 & 5/0 to 6/500
15
5160
77400
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Ajitgarh Titri road km 5/0 to 7/0
15
5160
77400
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
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-
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Kot Diwer Road km 8/0 to 9/350
270
107
28890
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Kot Diwer Road km 5/0 to 8/00
600
107
64200
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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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Kot Diwer Road km 8/0 to 9/350
18.98
1015
19269.14
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Kot Diwer Road km 5/0 to 8/00
42.19
1015
42822.85
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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.
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-
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Kot Diwer Road km 8/0 to 9/350
1265.63
11
13921.88
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Kot Diwer Road km 5/0 to 8/00
1687.5
11
18562.5
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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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Kot Diwer Road km 8/0 to 9/350
1265.63
96
121500
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Kot Diwer Road km 5/0 to 8/00
1687.5
96
162000
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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 capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) By VG - 30
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-
-
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Kot Diwer Road km 8/0 to 9/350
1265.63
38
48726.56
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Kot Diwer Road km 5/0 to 8/00
1687.5
38
64968.75
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Painting two coats with superior grade synthetic enamel paint of approved quality to give and even shade including writing lettering and figures with synthetic enamel paint as per IRC specification. Ordinary Kilometre Stone
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-
-
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Kot Diwer Road km 8/0 to 9/350
2
135
270
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Kot Diwer Road km 5/0 to 8/00
3
135
405
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