Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Nov 2024
Closing Date13 Nov 2024
Tender Amount₹ 5,04,41,000
Costs
EMD
₹ 10,08,820Document Cost
₹ 5,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_CEPWD_430076_3Bid Award Id
ViewTender No
E-NIT No. 01/2024-25 Circle Gangapur CityTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
1.2
12052
14462.4
A/R to Goojar Baroda)Km 0/0 to 3/400
1.56
12052
18801.12
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
2
12052
24104
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
1.8
12052
21693.6
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
0.1
12052
1205.2
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
0.15
12052
1807.8
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.)
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
2700
30
81000
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
6480
30
194400
A/R to Goojar Baroda)Km 0/0 to 3/400
6075
30
182250
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
5400
30
162000
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
4860
30
145800
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
405
30
12150
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.
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
2700
61
164700
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
6480
61
395280
A/R to Goojar Baroda)Km 0/0 to 3/400
6075
61
370575
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
5400
61
329400
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
4860
61
296460
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
405
61
24705
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.
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
933.9
189
176507.1
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
420.75
189
79521.75
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
337.5
189
63787.5
A/R to Goojar Baroda)Km 0/0 to 3/400
374.06
189
70697.72
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
652.5
189
123322.5
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
550.13
189
103973.63
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
168.3
189
31808.7
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
120
189
22680
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.
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
4500
5
24750
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
1875
5
10312.5
A/R to Goojar Baroda)Km 0/0 to 3/400
5625
5
30937.5
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
6750
5
37125
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
7500
5
41250
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
375
5
2062.5
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
750
5
4125
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
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
180
822
147960
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
650
822
534300
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
760
822
624720
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
1270
822
1043940
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
1130
822
928860
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
74.8
822
61485.6
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
112.2
822
92228.4
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
-
-
-
A/R to Goojar Baroda)Km 0/0 to 3/400
936
502
469872
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.)
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
345.02
1191
410912.87
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
956.25
1191
1138893.75
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
1377
1191
1640007
A/R to Goojar Baroda)Km 0/0 to 3/400
1193.4
1191
1421339.4
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
2295
1191
2733345
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
2065.5
1191
2460010.5
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
126.23
1191
150333.98
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
191.25
1191
227778.75
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.)
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
6980.63
23
160554.49
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
8797.5
23
202342.5
A/R to Goojar Baroda)Km 0/0 to 3/400
10710
23
246330
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
13961.25
23
321108.75
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
12010.5
23
276241.5
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.
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
6980.63
7
52354.73
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
8797.5
7
65981.25
A/R to Goojar Baroda)Km 0/0 to 3/400
10710
7
80325
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
13961.25
7
104709.38
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
12010.5
7
90078.75
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)
-
-
-
A/R to Goojar Baroda)Km 0/0 to 3/400
465
4895
2276175
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
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
6980.63
99
691082.37
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
8797.5
99
870952.5
A/R to Goojar Baroda)Km 0/0 to 3/400
10710
99
1060290
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
13961.25
99
1382163.75
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
12010.5
99
1189039.5
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
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
6980.63
38
265263.94
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
8797.5
38
334305
A/R to Goojar Baroda)Km 0/0 to 3/400
10710
38
406980
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
13961.25
38
530527.5
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
12010.5
38
456399
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.)
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
344.4
2123
731161.2
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
68.25
2123
144894.75
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
39
2123
82797
A/R to Goojar Baroda)Km 0/0 to 3/400
124.8
2123
264950.4
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
136.5
2123
289789.5
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
197.4
2123
419080.2
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
128.7
2123
273230.1
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
195
2123
413985
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
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
676.5
5739
3882433.5
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
131.25
5739
753243.75
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
75
5739
430425
A/R to Goojar Baroda)Km 0/0 to 3/400
240
5739
1377360
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
262.5
5739
1506487.5
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
191.25
5739
1097583.75
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
247.5
5739
1420402.5
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
375
5739
2152125
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
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
37.5
1860
69750
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
7.5
1860
13950
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
30
1860
55800
A/R to Goojar Baroda)Km 0/0 to 3/400
70
1860
130200
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
15
1860
27900
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
22.5
1860
41850
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)
-
-
-
(B) Ordinary Kilometer stone (Precast)
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
3
1604
4812
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
3
1604
4812
A/R to Goojar Baroda)Km 0/0 to 3/400
4
1604
6416
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
5
1604
8020
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
5
1604
8020
(C) Hectometer stone (precast)
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
3
466
1398
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
8
466
3728
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
10
466
4660
A/R to Goojar Baroda)Km 0/0 to 3/400
14
466
6524
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
16
466
7456
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
16
466
7456
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)
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
1
13530
13530
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
1
13530
13530
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
1
13530
13530
A/R to Goojar Baroda)Km 0/0 to 3/400
1
13530
13530
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
1
13530
13530
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
1
13530
13530
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
1
13530
13530
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
1
13530
13530
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
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
1
4168
4168
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
1
4168
4168
A/R to Goojar Baroda)Km 0/0 to 3/400
1
4168
4168
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
1
4168
4168
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
1
4168
4168
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
2
4168
8336
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)
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
1
8517
8517
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
1
8517
8517
A/R to Goojar Baroda)Km 0/0 to 3/400
1
8517
8517
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
1
8517
8517
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
1
8517
8517
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.)
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
262.5
666
174825
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
370
666
246420
A/R to Goojar Baroda)Km 0/0 to 3/400
270
666
179820
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
255
666
169830
lEidZ lMd lwesy (FCW) Km 0/800, 1/200 (0/0 to 4/0)
396.25
666
263902.5
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 upto 3 m depth
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
252
92
23184
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
66.84
92
6149.28
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
72.16
92
6638.72
A/R to Goojar Baroda)Km 0/0 to 3/400
32.22
92
2964.61
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
70.35
92
6472.2
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
238.14
92
21908.88
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
173.98
92
16006.16
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.)
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
4.79
3616
17302.56
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
4.79
3616
17302.56
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
4.79
3616
17302.56
(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.)
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
63
3603
226989
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
0.91
3603
3278.73
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
1.5
3603
5404.5
A/R to Goojar Baroda)Km 0/0 to 3/400
6.54
3603
23552.81
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
1.3
3603
4683.9
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
26.46
3603
95335.38
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
19.33
3603
69649.59
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
144
3450
496800
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
78.71
3450
271549.5
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
87.45
3450
301705.95
A/R to Goojar Baroda)Km 0/0 to 3/400
8.93
3450
30801.6
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
84.47
3450
291421.5
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
390.8
3450
1348249.65
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
285.5
3450
984988.8
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
480
1062
50976
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
18.5
1062
1964.7
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
24.42
1062
2593.4
A/R to Goojar Baroda)Km 0/0 to 3/400
10
1062
1062
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
22.4
1062
2378.88
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
264.6
1062
28100.52
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
193.31
1062
20529.52
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
48
517
2481.6
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
48
517
2481.6
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
48
517
2481.6
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
12
4462
53544
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
10.09
4462
44999.27
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
12.71
4462
56712.02
A/R to Goojar Baroda)Km 0/0 to 3/400
0.23
4462
1003.95
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
10.09
4462
44999.27
Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' & 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.For Class - 'A' loading Span 451 to 700 mm Standard size 1000x800mm
-
-
-
Construction of CC A/R Lalsot to Sitapura Ch. 0/100 to 0/700 (with Drain)
140
1689
236460
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
1.19
4296
5107.94
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
0.39
4296
1675.44
A/R to Goojar Baroda)Km 0/0 to 3/400
0.95
4296
4094.09
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
1.29
4296
5541.84
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
6.87
4296
29513.52
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
5.02
4296
21561.62
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
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
7
97
679
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
11.55
97
1120.35
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
10
97
970
ehuk dksysrk ls Hkkojk ck;ka ukusrk ?kkVh (Protection Wall & CC & Pitching) Km 1/0
203.54
97
19743.38
ihiykbZ ls ck eksguiqj Km 0/00 to 0/300 (CC, Ch. 3/0 Puliya Repair)
148.7
97
14423.9
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 . 1000 mm dia
-
-
-
Ramsingh pura to Bad Sohan Km 0/0 to 2/0
7.5
9177
68827.5
xqtZj cMkSnk ls vk[kksfn;k (HPC)+ Approch Road Km 2/0
7.5
9177
68827.5
ckeuokl xqMyk jksM ls lrxksr;k dh k.kh Km 0/0 to 4/00
7.5
9177
68827.5
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