Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date28 Oct 2024
Closing Soon18 Nov 2024
Tender Amount₹ 4,69,68,000
Costs
EMD
₹ 9,39,360Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_429340_9Tender No
E-NIT No. 05/2024-25 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
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means in area of light jungle
-
-
-
b) Pancholas to Khedla
1.44
9740
14025.6
c) MDR 131 to Sawaiganj
2.4
9740
23376
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.
-
-
-
a) Dhani Manpur to Teendu Ramdi
4804.69
5
26425.8
d) A/R to Ramdi
2067.19
5
11369.55
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
-
-
-
a) Dhani Manpur to Teendu Ramdi
3164
30
94920
d) A/R to Ramdi
800
30
24000
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.
-
-
-
a) Dhani Manpur to Teendu Ramdi
3164
61
193004
d) A/R to Ramdi
800
61
48800
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.
-
-
-
b) Pancholas to Khedla
1728
189
326592
c) MDR 131 to Sawaiganj
4320
189
816480
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 II material
-
-
-
c) MDR 131 to Sawaiganj
607.5
606
368145
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for Grading III material
-
-
-
a) Dhani Manpur to Teendu Ramdi
235.41
822
193507.02
d) A/R to Ramdi
113.4
822
93214.8
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
-
-
-
a) Dhani Manpur to Teendu Ramdi
1530
598
914940
b) Pancholas to Khedla
900
598
538200
c) MDR 131 to Sawaiganj
1620
598
968760
d) A/R to Ramdi
360
598
215280
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.)
-
-
-
a) Dhani Manpur to Teendu Ramdi
1767.15
1191
2104675.65
d) A/R to Ramdi
490.88
1191
584638.08
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Grading II (Using Screening crushable type such as morrum or Gravel) Using screening crushable type such as morrum or gravel
-
-
-
c) MDR 131 to Sawaiganj
1147.5
1193
1368967.5
b) Pancholas to Khedla
688.5
1193
821380.5
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Grading III (Using Screening crushable type such as morrum or Gravel) Using screening crushable type such as morrum or gravel
-
-
-
b) Pancholas to Khedla
688.5
1178
811053
c) MDR 131 to Sawaiganj
1147.5
1178
1351755
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.)
-
-
-
a) Dhani Manpur to Teendu Ramdi
11475
23
263925
b) Pancholas to Khedla
6311.25
23
145158.75
c) MDR 131 to Sawaiganj
12240
23
281520
d) A/R to Ramdi
1912.5
23
43987.5
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.
-
-
-
a) Dhani Manpur to Teendu Ramdi
19507.5
7
146306.25
b) Pancholas to Khedla
6311.25
7
47334.38
c) MDR 131 to Sawaiganj
12240
7
91800
d) A/R to Ramdi
1912.5
7
14343.75
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for GradingII(19 mm nominal size)
-
-
-
a) Dhani Manpur to Teendu Ramdi
975.38
6082
5932261.16
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)
-
-
-
b) Pancholas to Khedla
252.45
4895
1235742.75
c) MDR 131 to Sawaiganj
489.6
4895
2396592
d) A/R to Ramdi
95.63
4895
468108.85
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
-
-
-
b) Pancholas to Khedla
6311.25
99
624813.75
c) MDR 131 to Sawaiganj
12240
99
1211760
d) A/R to Ramdi
1912.5
99
189337.5
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 Premixed Seal Coat
-
-
-
b) Pancholas to Khedla
6311.25
38
239827.5
c) MDR 131 to Sawaiganj
12240
38
465120
d) A/R to Ramdi
1912.5
38
72675
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-II(13mm nominal size) using binder VG-30
-
-
-
a) Dhani Manpur to Teendu Ramdi
585.23
7330
4289735.9
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)
-
-
-
5th Kilometre stone (Precast)
-
-
-
a) Dhani Manpur to Teendu Ramdi
1
2605
2605
Ordinary Kilometer stone (Precast)
-
-
-
a) Dhani Manpur to Teendu Ramdi
6
1604
9624
b) Pancholas to Khedla
3
1604
4812
c) MDR 131 to Sawaiganj
5
1604
8020
d) A/R to Ramdi
2
1604
3208
Hectometer stone (Precast)
-
-
-
a) Dhani Manpur to Teendu Ramdi
24
466
11184
b) Pancholas to Khedla
10
466
4660
c) MDR 131 to Sawaiganj
16
466
7456
d) A/R to Ramdi
6
466
2796
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)
-
-
-
90 cm equilateral triangle
-
-
-
a) Dhani Manpur to Teendu Ramdi
10
4168
41680
b) Pancholas to Khedla
1
4168
4168
c) MDR 131 to Sawaiganj
2
4168
8336
d) A/R to Ramdi
2
4168
8336
80 mm x 60 mm rectangular
-
-
-
a) Dhani Manpur to Teendu Ramdi
9
4996
44964
d) A/R to Ramdi
2
4996
9992
60cm circular
-
-
-
a) Dhani Manpur to Teendu Ramdi
5
3740
18700
d) A/R to Ramdi
2
3740
7480
60 cm equilateral triangle
-
-
-
b) Pancholas to Khedla
1
2930
2930
c) MDR 131 to Sawaiganj
2
2930
5860
Direction and Place Identification signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
-
-
-
a) Dhani Manpur to Teendu Ramdi
4.32
13530
58449.6
b) Pancholas to Khedla
3.24
13530
43837.2
c) MDR 131 to Sawaiganj
3.24
13530
43837.2
d) A/R to Ramdi
4.32
13530
58449.6
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.)
-
-
-
a) Dhani Manpur to Teendu Ramdi
179.01
2123
380038.23
d) A/R to Ramdi
286.88
2123
609046.24
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
-
-
-
a) Dhani Manpur to Teendu Ramdi
344.25
5739
1975650.75
b) Pancholas to Khedla
562.5
5739
3228187.5
c) MDR 131 to Sawaiganj
600
5739
3443400
d) A/R to Ramdi
573.75
5739
3292751.25
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
-
-
-
b) Pancholas to Khedla
50
1860
93000
c) MDR 131 to Sawaiganj
140
1860
260400
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.) Ordinary soil Manual Means Depth upto 3 m
-
-
-
a) Dhani Manpur to Teendu Ramdi
134.4
92
12364.8
c) MDR 131 to Sawaiganj
72
92
6624
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.)
-
-
-
a) Dhani Manpur to Teendu Ramdi
22.66
3616
81938.56
c) MDR 131 to Sawaiganj
10.5
3616
37968
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
a) Dhani Manpur to Teendu Ramdi
160.56
3450
553932
c) MDR 131 to Sawaiganj
78.66
3450
271377
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
-
-
-
a) Dhani Manpur to Teendu Ramdi
47.82
4462
213372.84
c) MDR 131 to Sawaiganj
15.5
4462
69161
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
-
-
-
a) Dhani Manpur to Teendu Ramdi
30
4544
136320
c) MDR 131 to Sawaiganj
15
4544
68160
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
c) MDR 131 to Sawaiganj
60
517
3102
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.)
-
-
-
a) Dhani Manpur to Teendu Ramdi
1669.5
666
1111887
b) Pancholas to Khedla
154
666
102564
c) MDR 131 to Sawaiganj
354.78
666
236283.48
d) A/R to Ramdi
148.38
666
98821.08
Plastering with cement mortar 1:3 on brick work in sub structure as peer Technical specification
-
-
-
a) Dhani Manpur to Teendu Ramdi
1200
1062
127440
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