Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Apr 2024
Closing Date27 May 2024
Tender Amount₹ 4,31,68,000
Costs
EMD
₹ 8,63,360Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_389047_1Bid Award Id
ViewTender No
E-NIT No. 05/2023-24 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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c) Housing Road to Neemali Road
0.56
-
-
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d) A/R to Shripura
1.82
-
-
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e) Shripura to Ramdi
1.2
-
-
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f) Badagaon Kahar to Chandanholi
0.74
-
-
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Total
6.55
63797
9740
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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)
-
-
-
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By Mechanical Means Granular course
-
-
-
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d) A/R to Shripura
121.88
-
-
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e) Shripura to Ramdi
56.25
-
-
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f) Badagaon Kahar to Chandanholi
75
-
-
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Total
253.13
36450
144
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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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a) Dausa Lalsot Road to Deeng
9180
-
-
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b) Soorwal to Mahu
9450
-
-
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c) Housing Road to Neemali Road
1800
-
-
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Total
20430
3861270
189
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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) Dausa Lalsot Road to Deeng
1260
-
-
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d) A/R to Shripura
4387.5
-
-
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e) Shripura to Ramdi
3150
-
-
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f) Badagaon Kahar to Chandanholi
3000
-
-
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Total
11797.5
719647
61
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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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a) Dausa Lalsot Road to Deeng
1931.25
-
-
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b) Soorwal to Mahu
2216.25
-
-
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c) Housing Road to Neemali Road
810
-
-
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Total
4957.5
2964585
598
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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)
-
-
-
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for grading-III Material
-
-
-
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d) A/R to Shripura
1170
-
-
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e) Shripura to Ramdi
450
-
-
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f) Badagaon Kahar to Chandanholi
480
-
-
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Total
2100
1054200
502
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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) Dausa Lalsot Road to Deeng
547.5
-
-
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b) Soorwal to Mahu
937.5
-
-
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d) A/R to Shripura
1643.5
-
-
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e) Shripura to Ramdi
446.5
-
-
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f) Badagaon Kahar to Chandanholi
918.75
-
-
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Total
4493.75
5352056
1191
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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) Dausa Lalsot Road to Deeng
5475
-
-
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b) Soorwal to Mahu
9375
-
-
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d) A/R to Shripura
7125
-
-
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e) Shripura to Ramdi
2625
-
-
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f) Badagaon Kahar to Chandanholi
3750
-
-
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Total
28350
652050
23
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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) Dausa Lalsot Road to Deeng
5475
-
-
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b) Soorwal to Mahu
9375
-
-
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d) A/R to Shripura
7125
-
-
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e) Shripura to Ramdi
2625
-
-
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f) Badagaon Kahar to Chandanholi
3750
-
-
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Total
28350
212625
7.5
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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 previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for GradingII(19 mm nominal size)
-
-
-
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d) A/R to Shripura
356.25
-
-
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e) Shripura to Ramdi
131.25
-
-
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Total
487.5
2386312
4895
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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.) Using VG-30 binder
-
-
-
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a) Dausa Lalsot Road to Deeng
5475
-
-
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b) Soorwal to Mahu
9375
-
-
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d) A/R to Shripura
7125
-
-
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e) Shripura to Ramdi
2625
-
-
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f) Badagaon Kahar to Chandanholi
3750
-
-
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Total
28350
2806650
99
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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) Dausa Lalsot Road to Deeng
5475
-
-
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b) Soorwal to Mahu
9375
-
-
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d) A/R to Shripura
7125
-
-
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e) Shripura to Ramdi
2625
-
-
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f) Badagaon Kahar to Chandanholi
3750
-
-
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Total
28350
1077300
38
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
-
-
-
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a) Dausa Lalsot Road to Deeng
187.5
-
-
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b) Soorwal to Mahu
105
-
-
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c) Housing Road to Neemali Road
300
-
-
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d) A/R to Shripura
196.88
-
-
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e) Shripura to Ramdi
112.5
-
-
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f) Badagaon Kahar to Chandanholi
168.75
-
-
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Total
1070.63
2272947
2123
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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) Dausa Lalsot Road to Deeng
375
-
-
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b) Soorwal to Mahu
210
-
-
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c) Housing Road to Neemali Road
600
-
-
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d) A/R to Shripura
525
-
-
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e) Shripura to Ramdi
225
-
-
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f) Badagaon Kahar to Chandanholi
450
-
-
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Total
2385
13687515
5739
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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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b) Soorwal to Mahu
52.5
-
-
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d) A/R to Shripura
45
-
-
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e) Shripura to Ramdi
30
-
-
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f) Badagaon Kahar to Chandanholi
22.5
-
-
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Total
150
279000
1860
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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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d) A/R to Shripura
3
-
-
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e) Shripura to Ramdi
2
-
-
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f) Badagaon Kahar to Chandanholi
2
-
-
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Total
7
11228
1604
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Hectometer stone (Precast)
-
-
-
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d) A/R to Shripura
12
-
-
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e) Shripura to Ramdi
8
-
-
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f) Badagaon Kahar to Chandanholi
8
-
-
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Total
28
13048
466
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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) Dausa Lalsot Road to Deeng
1.08
-
-
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b) Soorwal to Mahu
2.16
-
-
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c) Housing Road to Neemali Road
1.08
-
-
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d) A/R to Shripura
1.8
-
-
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e) Shripura to Ramdi
1.8
-
-
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f) Badagaon Kahar to Chandanholi
1.8
-
-
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Total
9.72
82785
8517
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge.
-
-
-
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d) A/R to Shripura
1
-
-
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e) Shripura to Ramdi
1
-
-
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f) Badagaon Kahar to Chandanholi
1
-
-
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Total
3
32706
10902
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(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) Dausa Lalsot Road to Deeng
300
-
-
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b) Soorwal to Mahu
450
-
-
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Total
750
499500
666
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Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
-
-
-
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a) Dausa Lalsot Road to Deeng
844.5
-
-
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b) Soorwal to Mahu
117.9
-
-
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c) Housing Road to Neemali Road
27.6
-
-
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d) A/R to Shripura
36
-
-
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e) Shripura to Ramdi
101.4
-
-
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Total
1127.4
103720
92
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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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d) A/R to Shripura
4.5
-
-
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e) Shripura to Ramdi
14.95
-
-
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Total
19.45
70331
3616
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(Plain cement concrete 1:3:6 mix 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) Dausa Lalsot Road to Deeng
70.21
-
-
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b) Soorwal to Mahu
3.6
-
-
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c) Housing Road to Neemali Road
3.6
-
-
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Total
77.41
278908
3603
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Plain cement concrete 1:4:8 mix 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) Dausa Lalsot Road to Deeng
54.76
159899
2920
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b) Soorwal to Mahu
18.06
52735
2920
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
-
-
-
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a) Dausa Lalsot Road to Deeng
1.88
166752
88557
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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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a) Dausa Lalsot Road to Deeng
212
-
-
... More
b) Soorwal to Mahu
172
-
-
... More
Total
384
37248
97
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random rubble masonary
-
-
-
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a) Dausa Lalsot Road to Deeng
333.32
-
-
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b) Soorwal to Mahu
178.28
-
-
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c) Housing Road to Neemali Road
42.83
-
-
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d) A/R to Shripura
40
-
-
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e) Shripura to Ramdi
135.63
-
-
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Total
730.06
2518707
3450
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification PCC M-20 Grade
-
-
-
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a) Dausa Lalsot Road to Deeng
205.47
-
-
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b) Soorwal to Mahu
50.83
-
-
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c) Housing Road to Neemali Road
16.3
-
-
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d) A/R to Shripura
0.4
-
-
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e) Shripura to Ramdi
17.11
-
-
... More
Total
290.11
1294470
4462
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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 . 1000mm dia
-
-
-
... More
a) Dausa Lalsot Road to Deeng
52.5
-
-
... More
b) Soorwal to Mahu
7.5
-
-
... More
c) Housing Road to Neemali Road
5
-
-
... More
e) Shripura to Ramdi
7.5
-
-
... More
Total
72.5
329440
4544
... More
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
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a) Dausa Lalsot Road to Deeng
1423
-
-
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b) Soorwal to Mahu
161
-
-
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c) Housing Road to Neemali Road
32
-
-
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d) A/R to Shripura
24
-
-
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e) Shripura to Ramdi
81.2
-
-
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Total
1721.2
88986
517
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