Public Works Department Tender
... More
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Public Works Department - PWD Tender
Eprocure
Opening Date6 Jan 2021
Closing Date21 Jan 2021
Tender Amount₹ 2,47,77,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_209882_5Bid Award Id
ViewTender No
NIT No. 04/2020-21 SE PWD Circle Sawai MadhopurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Piloda to Piloda Rly Station Km 0/0 to 3/0
0.71
-
8867
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
1.2
-
8867
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
0.8
-
8867
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
-
-
-
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
2981.25
-
5.25
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Piloda to Piloda Rly Station Km 0/0 to 3/0
2643.75
-
5.25
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
5850
-
27
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
2000
-
27
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Piloda to Piloda Rly Station Km 0/0 to 3/0
1200
-
27
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
2000
-
27
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Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
-
-
-
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
550
-
27
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m)
-
-
-
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
262.5
-
191
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By Mix in Place Method (Construction of granular sub-base by providing close 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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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
562.5
-
457
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
1189.2
-
457
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Piloda to Piloda Rly Station Km 0/0 to 3/0
906.25
-
457
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
1131.25
-
457
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
787.5
-
457
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Repair of pot holes by Wet Mix Macadam material. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, compacting base of excavation as per clause 503, back filling the pot holes with wet mix macadam material by mannual means as per clause 406, compacting with roller 8-10T, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
112.5
-
1127
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
1321.88
-
1127
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Piloda to Piloda Rly Station Km 0/0 to 3/0
1209.38
-
1127
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
131.25
-
1127
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
187
-
1127
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
-
-
-
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
8988.75
-
21
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Piloda to Piloda Rly Station Km 0/0 to 3/0
8223.75
-
21
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
5737.5
-
7
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
8988.75
-
7
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Piloda to Piloda Rly Station Km 0/0 to 3/0
8223.75
-
7
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
9537
-
7
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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 and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
6300
-
90
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
8988.75
-
90
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Piloda to Piloda Rly Station Km 0/0 to 3/0
8223.75
-
90
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
10472
-
90
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Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item of Open Graded Parmix Carpet @ 8% of the Quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of Morth Specifications.
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
6300
-
3.5
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
8988.75
-
3.5
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Piloda to Piloda Rly Station Km 0/0 to 3/0
8223.75
-
3.5
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
10472
-
3.5
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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
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
5737.5
-
35
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
8988.75
-
35
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Piloda to Piloda Rly Station Km 0/0 to 3/0
8223.75
-
35
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
9537
-
35
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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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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
28.13
-
1084
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
168.75
-
1084
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Piloda to Piloda Rly Station Km 0/0 to 3/0
112.5
-
1084
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
247.5
-
1084
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Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)
-
-
-
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
330
-
2296
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
37.5
-
5224
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
225
-
5224
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Piloda to Piloda Rly Station Km 0/0 to 3/0
150
-
5224
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
660
-
5224
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
330
-
5224
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Manual Means upto 3 m depth
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
18.9
-
84
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
60.84
-
84
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Piloda to Piloda Rly Station Km 0/0 to 3/0
337.8
-
84
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
644.16
-
84
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
193.2
-
84
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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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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
17.91
-
3310
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
11.49
-
3310
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Piloda to Piloda Rly Station Km 0/0 to 3/0
71
-
3310
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
109.16
-
3310
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
34
-
3310
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
48.06
-
3144
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
20.09
-
3144
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Piloda to Piloda Rly Station Km 0/0 to 3/0
343.53
-
3144
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
373.54
-
3144
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
77.22
-
3144
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
14.84
-
4101
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
3.35
-
4101
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Piloda to Piloda Rly Station Km 0/0 to 3/0
16.41
-
4101
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
54.47
-
4101
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
12.87
-
4101
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
46.66
-
967
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
89.28
-
967
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Piloda to Piloda Rly Station Km 0/0 to 3/0
645.3
-
967
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
1245.12
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967
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
343.2
-
967
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
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Ordinary Kilometer stone (Precast)
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
2
-
1460
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
4
-
1460
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Piloda to Piloda Rly Station Km 0/0 to 3/0
4
-
1460
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
3
-
1460
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
3
-
1460
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Hectometer stone (Precast)
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
6
-
424
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
11
-
424
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Piloda to Piloda Rly Station Km 0/0 to 3/0
11
-
424
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
8
-
424
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
8
-
424
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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)
-
-
-
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90 cm equilateral triangle
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
3
-
3794
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
6
-
3794
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Piloda to Piloda Rly Station Km 0/0 to 3/0
6
-
3794
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
6
-
3794
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
6
-
3794
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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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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
3.6
-
7753
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
3.6
-
7753
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Piloda to Piloda Rly Station Km 0/0 to 3/0
3.6
-
7753
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
3.6
-
7753
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
3.6
-
7753
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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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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
38.1
-
624
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
63
-
624
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Piloda to Piloda Rly Station Km 0/0 to 3/0
64.5
-
624
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
63.6
-
624
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
66
-
624
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Laying Reinforced cement concrete pipe NP4/prestressed 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 . 300 mm dia
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
22.5
-
1693
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A/R to Khandeep Rly. Phatak to Mohchakapura Km 0/0 to 2/650
45
-
1693
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Piloda to Piloda Rly Station Km 0/0 to 3/0
60
-
1693
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Saloda -Piloda-Bagalai Shivala-Upto Nadoti Road (GGC) Km 14/800 to 15/600 village portion CC Work & Km 22/100 to 22/600 CC Work
60
-
1693
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SH-1A to Raipur Khandeep Rendyl Gurjar Up to Nadoti Road Km 0/0 to 2/0
60
-
1693
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Mechanical Means (Depth upto 3 m)
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
19.68
-
24
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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1200 mm dia
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
15
-
11232
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5mPCC Grade M15
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
0.49
-
3950
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
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A/R Naya Gaon Choraha to Kaimala (Kemri Khurd) Km 0/0 to 1/500
27.54
-
471
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