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₹ 3,49,59,000
Costs
EMD
₹ 6,99,180Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_429340_4Tender 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/
GEM & Bid Advisory Services
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Documents
BOQ Items
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
937.5
5
5156.25
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)
-
-
-
b) A/R to Lodhipura
20.4
811
16544.4
c) Kundera to Chakeri Road
27.02
811
21913.22
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
23.25
811
18855.75
f) MDR 111 to Malarna Station Via Olwara
75
811
60825
g) Malarna Chour to Didwara
75
811
60825
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) Dismantling Brick/ tile work Dry brick pitching or brick soling
-
-
-
c) Kundera to Chakeri Road
77.4
107
8281.8
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
-
-
-
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
72
92
6624
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.) Mechanical means Depth upto 3 m
-
-
-
e) Tigariya to Nimod Road
512
31
15872
f) MDR 111 to Malarna Station Via Olwara
128
31
3968
g) Malarna Chour to Didwara
358.4
31
11110.4
h) Malarna Doongar to Bhukha Road
675
31
20925
Cost of dewatering upto 7.5 per cent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions..
-
-
-
e) Tigariya to Nimod Road
512
2
1192.96
g) Malarna Chour to Didwara
358.4
2
835.07
h) Malarna Doongar to Bhukha Road
675
2
1572.75
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) A/R to Ranthambhore Road
17.25
598
10315.5
b) A/R to Lodhipura
11.25
598
6727.5
c) Kundera to Chakeri Road
145.13
598
86787.74
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
154.69
598
92504.62
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) A/R to Ranthambhore Road
257.81
1191
307051.71
b) A/R to Lodhipura
48
1191
57168
c) Kundera to Chakeri Road
145.13
1191
172849.83
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
154.69
1191
184235.79
e) Tigariya to Nimod Road
102
1191
121482
f) MDR 111 to Malarna Station Via Olwara
20.96
1191
24963.36
g) Malarna Chour to Didwara
72.75
1191
86645.25
h) Malarna Doongar to Bhukha Road
154.13
1191
183568.83
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) A/R to Ranthambhore Road
171.88
2123
364901.24
b) A/R to Lodhipura
43.5
2123
92350.5
c) Kundera to Chakeri Road
96.75
2123
205400.25
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
103.13
2123
218944.99
e) Tigariya to Nimod Road
70
2123
148610
f) MDR 111 to Malarna Station Via Olwara
89.11
2123
189180.53
g) Malarna Chour to Didwara
49.9
2123
105937.7
h) Malarna Doongar to Bhukha Road
105.75
2123
224507.25
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) A/R to Ranthambhore Road
350
5739
2008650
b) A/R to Lodhipura
97.13
5739
557429.07
c) Kundera to Chakeri Road
220.52
5739
1265564.28
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
234.38
5739
1345106.82
e) Tigariya to Nimod Road
195
5739
1119105
f) MDR 111 to Malarna Station Via Olwara
249.38
5739
1431191.82
g) Malarna Chour to Didwara
138.75
5739
796286.25
h) Malarna Doongar to Bhukha Road
294.38
5739
1689446.82
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) A/R to Ranthambhore Road
2.16
8517
18396.72
b) A/R to Lodhipura
1.08
8517
9198.36
c) Kundera to Chakeri Road
1.08
8517
9198.36
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
1.08
8517
9198.36
e) Tigariya to Nimod Road
1.08
8517
9198.36
f) MDR 111 to Malarna Station Via Olwara
2.16
8517
18396.72
g) Malarna Chour to Didwara
1.08
8517
9198.36
h) Malarna Doongar to Bhukha Road
1.08
8517
9198.36
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.)
-
-
-
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
10.5
3616
37968
e) Tigariya to Nimod Road
77.7
3616
280963.2
f) MDR 111 to Malarna Station Via Olwara
12
3616
43392
g) Malarna Chour to Didwara
53.1
3616
192009.6
h) Malarna Doongar to Bhukha Road
102.9
3616
372086.4
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 Case II with batching Plant Transit Mixer and concrete pump
-
-
-
e) Tigariya to Nimod Road
748.93
4500
3370185
f) MDR 111 to Malarna Station Via Olwara
173.3
4500
779850
g) Malarna Chour to Didwara
470.84
4500
2118780
h) Malarna Doongar to Bhukha Road
767.26
4500
3452670
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-20
-
-
-
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
78.66
4439
349171.74
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
-
-
-
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
1.24
89613
110672.06
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
-
-
-
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
22.4
4462
99948.8
e) Tigariya to Nimod Road
122.75
4462
547710.5
g) Malarna Chour to Didwara
59
4462
263258
h) Malarna Doongar to Bhukha Road
125.49
4462
559936.38
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.
-
-
-
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
15
4544
68160
h) Malarna Doongar to Bhukha Road
150
4544
681600
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 1200mm dia.
-
-
-
g) Malarna Chour to Didwara
75
6170
462750
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.
-
-
-
d) Ajnoti to Lorwara upto Soorwal Bhagwatgarh Road Via Jatwara Kalan
135
189
25515
Supplying fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification
-
-
-
e) Tigariya to Nimod Road
17.64
88557
1562145.48
f) MDR 111 to Malarna Station Via Olwara
4.08
88557
361312.56
g) Malarna Chour to Didwara
12.94
88557
1145927.58
h) Malarna Doongar to Bhukha Road
18.07
88557
1600224.99
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 1200mm dia.
-
-
-
e) Tigariya to Nimod Road
75
6170
462750
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
-
-
-
e) Tigariya to Nimod Road
272.16
591
160846.56
g) Malarna Chour to Didwara
196.56
591
116166.96
h) Malarna Doongar to Bhukha Road
308.45
591
182293.95
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)
-
-
-
e) Tigariya to Nimod Road
175
2202
385350
g) Malarna Chour to Didwara
122.5
2202
269745
h) Malarna Doongar to Bhukha Road
179.38
2202
394994.76
Supply of flood gauge (water Gauge) as per I.R.C. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 M. long.
-
-
-
f) MDR 111 to Malarna Station Via Olwara
2
1525
3050
Fixing of flood gauge (water Gauge) in cement concrete M-15 mix size 30x30x60 cm. complete including transportation excavation etc. complete
-
-
-
f) MDR 111 to Malarna Station Via Olwara
2
426
852
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
-
-
-
f) MDR 111 to Malarna Station Via Olwara
240
4375
1050000
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