Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date6 Jul 2018
Closing Date11 Jul 2018
Tender Amount₹ 2,39,47,000
Costs
EMD
₹ 4,78,940Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEPWD_115557_2Bid Award Id
ViewTender No
Short Term NIT No. 06/2018-19 PWD Zone BharatpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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c) A/R to Sakra
2.27
23719
10449
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d) A/R to Shesha
0.71
7418
10449
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e) A/R to Diwara
0.75
7836
10449
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
-
-
-
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a) Shyamoli to Raghal
660
35640
54
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b) Maksudanpura to Ebra
1600
86400
54
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c) A/R to Sakra
3180
171720
54
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d) A/R to Shesha
658
35532
54
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e) A/R to Diwara
1020
55080
54
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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)
-
-
-
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for grading-III Material
-
-
-
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a) Shyamoli to Raghal
681.5
353698
519
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b) Maksudanpura to Ebra
840
435960
519
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c) A/R to Sakra
1060
550140
519
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d) A/R to Shesha
470
243930
519
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e) A/R to Diwara
680
352920
519
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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 Means Bitumenous course
-
-
-
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a) Shyamoli to Raghal
78.89
9861
125
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b) Maksudanpura to Ebra
184.08
23010
125
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c) A/R to Sakra
253.41
31676
125
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d) A/R to Shesha
112.36
14045
125
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e) A/R to Diwara
162.56
20320
125
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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) Shyamoli to Raghal
974.53
1006689
1033
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b) Maksudanpura to Ebra
1588.13
1640538
1033
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c) A/R to Sakra
2816.29
2909227
1033
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d) A/R to Shesha
1414.41
1461085
1033
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e) A/R to Diwara
1306.88
1350007
1033
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Prime coat (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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-
-
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a) Shyamoli to Raghal
5062.5
101250
20
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b) Maksudanpura to Ebra
12750
255000
20
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c) A/R to Sakra
19125
382500
20
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d) A/R to Shesha
8437.5
168750
20
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e) A/R to Diwara
11718.75
234375
20
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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) Shyamoli to Raghal
5062.5
35437
7
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b) Maksudanpura to Ebra
12750
89250
7
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c) A/R to Sakra
19125
133875
7
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d) A/R to Shesha
8437.5
59062
7
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e) A/R to Diwara
11718.75
82031
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.)
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-
-
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Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
-
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Using VG-30 binder
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-
-
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a) Shyamoli to Raghal
5062.5
435375
86
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b) Maksudanpura to Ebra
12750
1096500
86
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c) A/R to Sakra
19125
1644750
86
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d) A/R to Shesha
8437.5
725625
86
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e) A/R to Diwara
11718.75
1007812
86
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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)
-
-
-
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Case - I : Type B
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-
-
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a) Shyamoli to Raghal
5062.5
172125
34
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b) Maksudanpura to Ebra
12750
433500
34
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c) A/R to Sakra
19125
650250
34
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d) A/R to Shesha
8437.5
286875
34
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e) A/R to Diwara
11718.75
398437
34
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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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-
-
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i) 5th KM stone
-
-
-
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c) A/R to Sakra
1
2259
2259
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Ordinary Kilometer stone (Precast)
-
-
-
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a) Shyamoli to Raghal
3
4173
1391
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b) Maksudanpura to Ebra
5
6955
1391
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c) A/R to Sakra
5
6955
1391
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d) A/R to Shesha
3
4173
1391
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e) A/R to Diwara
5
6955
1391
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Hectometer stone (Precast)
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-
-
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a) Shyamoli to Raghal
8
3232
404
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b) Maksudanpura to Ebra
16
6464
404
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c) A/R to Sakra
22
8888
404
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d) A/R to Shesha
9
3636
404
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e) A/R to Diwara
16
6464
404
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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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a) Shyamoli to Raghal
2.16
15949
7384
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b) Maksudanpura to Ebra
2.16
15949
7384
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c) A/R to Sakra
3.24
23924
7384
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d) A/R to Shesha
2.16
15949
7384
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e) A/R to Diwara
3.24
23924
7384
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Plain cement concrete 1:3:6 mix with crushed stone aggregate 20 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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a) Shyamoli to Raghal
84.38
257443
3051
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b) Maksudanpura to Ebra
126.5
385951
3051
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c) A/R to Sakra
56.25
171618
3051
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d) A/R to Shesha
28.13
85824
3051
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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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-
-
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a) Shyamoli to Raghal
168.75
878343
5205
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b) Maksudanpura to Ebra
253.13
1317541
5205
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c) A/R to Sakra
112.5
585562
5205
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d) A/R to Shesha
123.75
644118
5205
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e) A/R to Diwara
154.69
805161
5205
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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 . 300mm dia
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-
-
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a) Shyamoli to Raghal
40
64520
1613
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b) Maksudanpura to Ebra
40
64520
1613
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c) A/R to Sakra
60
96780
1613
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d) A/R to Shesha
40
64520
1613
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e) A/R to Diwara
20
32260
1613
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