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₹ 5,10,40,000
Costs
EMD
₹ 10,20,800Document Cost
₹ 5,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_CEPWD_430076_1Bid 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
GEM & Bid Advisory Services
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Documents
BOQ Items
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
2.2
9740
21428
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 thorny jungle
-
-
-
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
0.5
12052
6026
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
-
-
-
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
1004.95
29
29143.55
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.)
-
-
-
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
2560
30
76800
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
5418
30
162540
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.
-
-
-
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
2560
61
156160
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
5418
61
330498
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.
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
299
189
56511
lEidZ lMd cãeokn
(Repair of Vented Causeway)
1270.5
189
240124.5
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
2354
189
444906
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
429.4
189
81156.6
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.
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
2812.5
5
15468.75
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
5400
5
29700
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
9675
5
53212.5
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
1875
5
10312.5
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
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
168.75
822
138712.5
lEidZ lMd cãeokn
(Repair of Vented Causeway)
423
822
347706
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
1336
822
1098192
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
1581
822
1299582
fg.MkSu jksM ls ikoVk (FCW) 2/900
12.15
822
9987.3
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
-
-
-
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
3243.38
502
1628174.25
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.)
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
56.25
1191
66993.75
lEidZ lMd cãeokn
(Repair of Vented Causeway)
624.38
1191
743630.63
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
1406.25
1191
1674843.75
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
2483.25
1191
2957550.75
fg.MkSu jksM ls ikoVk (FCW) 2/900
11.25
1191
13398.75
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
478.13
1191
569446.88
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)
-
-
-
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
56.25
811
45618.75
fg.MkSu jksM ls ikoVk (FCW) 2/900
11.25
811
9123.75
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.)
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
3375
23
77625
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
9375
23
215625
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
12622.5
23
290317.5
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.
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
3375
7
25312.5
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
9375
7
70312.5
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
12622.5
7
94668.75
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)
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
168.75
4895
826031.25
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
631.13
4895
3089356.88
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
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
3375
99
334125
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
9375
99
928125
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
12622.5
99
1249627.5
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
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
3375
38
128250
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
9375
38
356250
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
12622.5
38
479655
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.)
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
154
2123
326942
lEidZ lMd cãeokn
(Repair of Vented Causeway)
121.28
2123
257466.83
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
266
2123
564718
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
380
2123
806740
fg.MkSu jksM ls ikoVk (FCW) 2/900
31
2123
65813
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
468.75
2123
995156.25
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
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
308
5739
1767612
lEidZ lMd cãeokn
(Repair of Vented Causeway)
236.25
5739
1355838.75
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
525
5739
3012975
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
750
5739
4304250
fg.MkSu jksM ls ikoVk (FCW) 2/900
15
5739
86085
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
703.13
5739
4035234.38
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)
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
1
1604
1604
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
4
1604
6416
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
4
1604
6416
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
2
1604
3208
(C) Hectometer stone (precast)
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
4
466
1864
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
12
466
5592
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
75
466
34950
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
5
466
2330
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)
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
1.08
13530
14612.4
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
5.4
13530
73062
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
4.32
13530
58449.6
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
2
13530
27060
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
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
3
4168
12504
lEidZ lMd cãeokn
(Repair of Vented Causeway)
2
4168
8336
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
2
4168
8336
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
4
4168
16672
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
2
4168
8336
60 cm equilateral triangle
-
-
-
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
2
2930
5860
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
4
2930
11720
60 cm circular
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
1
3740
3740
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
1
3740
3740
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
4
3740
14960
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)
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
2
8517
17034
lEidZ lMd cãeokn
(Repair of Vented Causeway)
1
8517
8517
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
2
8517
17034
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.)
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
135
666
89910
lEidZ lMd cãeokn
(Repair of Vented Causeway)
16.4
666
10922.4
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
522
666
347652
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
890
666
592740
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
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
115.17
94
10825.98
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
171.6
94
16130.4
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
1265.88
94
118992.72
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
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
19.73
92
1814.7
lEidZ lMd cãeokn
(Repair of Vented Causeway)
27.57
92
2536.44
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
11.84
92
1088.82
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
78.77
92
7246.38
fg.MkSu jksM ls ikoVk (FCW) 2/900
65.66
92
6040.26
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
237.15
92
21817.8
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Mechanical Means (Depth upto 3 m)
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
63.36
26
1647.36
(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.)
-
-
-
fg.MkSu jksM ls ikoVk (FCW) 2/900
12.88
3603
46397.63
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
59.29
3603
213612.86
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.)
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
34.28
3616
123956.48
lEidZ lMd cãeokn
(Repair of Vented Causeway)
11.6
3616
41956.45
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
28.46
3616
102904.13
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
206.21
3616
745644.51
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
188.35
3450
649821.3
lEidZ lMd cãeokn
(Repair of Vented Causeway)
34.8
3450
120060
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
170
3450
586500
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
1692.87
3450
5840394.6
fg.MkSu jksM ls ikoVk (FCW) 2/900
42.16
3450
145452
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
230.18
3450
794103.75
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
65.04
1062
6906.72
lEidZ lMd cãeokn
(Repair of Vented Causeway)
27.91
1062
2964.04
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
135.63
1062
14403.38
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
1588.86
1062
168736.4
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
73.83
517
3817.01
fg.MkSu jksM ls ikoVk (FCW) 2/900
30.24
517
1563.41
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
279
517
14424.3
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
3.56
4296
15302.35
lEidZ lMd cãeokn
(Repair of Vented Causeway)
0.64
4296
2732.26
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
4.13
4296
17721
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
24.44
4296
104985.65
fg.MkSu jksM ls ikoVk (FCW) 2/900
0.54
4296
2337.02
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
13.95
4296
59929.2
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
-
-
-
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
149
97
14453
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
100
97
9700
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
-
-
-
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
180.19
1072
193161
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
-
-
-
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
108.11
682
73732.73
Supplying of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side.
-
-
-
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
50
284
14200
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 . (A) 300 mm dia
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
50
1860
93000
lEidZ lMd cãeokn
(Repair of Vented Causeway)
20
1860
37200
lEidZ lMd pwyh ls jsyos dkWyksuh Km 0/0 to 3/200
30
1860
55800
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
50
1860
93000
lEidZ lMd Nkck ls rktiqj Km 0/00 to 1/250
75
1860
139500
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M20
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
29.24
4462
130468.88
lEidZ lMd cãeokn
(Repair of Vented Causeway)
14.54
4462
64877.48
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
43.62
4462
194632.44
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 . 600 mm dia
-
-
-
xaxkiqj xkoMh 'kQhiqjk ckeuokl lMd
(Repair of Vented Causeway with both side approch road) 1/0, 1/500, 8/500
40
2377
95080
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
-
-
-
lEidZ lMd cãeokn
(Repair of Vented Causeway)
7.5
9177
68827.5
xaxkiqj&lokbZ ek/kksiqj esxk gkbZos ls /kwU/ks'oj Ik;ZVu /kke Km 0/0 to 4/00
22.5
9177
206482.5
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
-
-
-
fg.MkSu jksM ls ikoVk (FCW) 2/900
10
4544
45440
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