Public Works Department Tender
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Costs
EMD
₹ 5,23,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_427607_10Bid Award Id
ViewTender No
NIT_03_2024_25_PWD_Circle_DPRTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
0.9
17206
15485.4
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
0.34
17206
5850.04
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,l-,p-10 fdeh 6 ls cVdk Qyk
1.55
17206
26669.3
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ikyxkeMh ls ekyhQyk
1.25
17206
21507.5
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
0.6
17206
10323.6
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
0.39
17206
6710.34
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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
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-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
787.5
54
42525
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
768.75
54
41512.5
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
1125
54
60750
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
637.5
54
34425
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,l-,p-10 fdeh 6 ls cVdk Qyk
2325
54
125550
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ikyxkeMh ls ekyhQyk
1875
54
101250
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
900
54
48600
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
487.5
54
26325
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Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
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-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
7875
7
62212.5
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
7687.5
7
60731.25
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
7593.75
7
59990.63
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,l-,p-10 fdeh 6 ls cVdk Qyk
17437.5
7
137756.25
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ikyxkeMh ls ekyhQyk
12656.25
7
99984.38
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
6075
7
47992.5
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
4875
7
38512.5
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). By mechanical means with all lead and Lift
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
803.25
1056
848232
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
784.13
1056
828041.28
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
548.89
1056
579627.84
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
650.25
1056
686664
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,l-,p-10 fdeh 6 ls cVdk Qyk
592.88
1056
626081.28
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ikyxkeMh ls ekyhQyk
755.44
1056
797744.64
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
918
1056
969408
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
497.25
1056
525096
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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
8032.5
25
202900.95
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
7841.25
25
198069.98
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
5488.88
25
138649.11
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
6502.5
25
164253.15
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,l-,p-10 fdeh 6 ls cVdk Qyk
5928.75
25
149760.23
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ikyxkeMh ls ekyhQyk
7554.38
25
190823.64
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
9180
25
231886.8
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
4972.5
25
125605.35
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
8032.5
7
63537.08
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
7841.25
7
62024.29
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
11475
7
90767.25
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
6502.5
7
51434.78
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,l-,p-10 fdeh 6 ls cVdk Qyk
23715
7
187585.65
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ikyxkeMh ls ekyhQyk
19125
7
151278.75
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
9180
7
72613.8
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
4972.5
7
39332.48
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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with lead for mix of Material 1 km (MoRTH specification : clause 510, 112)
In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
8032.5
94
755055
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
7841.25
94
737077.5
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
11475
94
1078650
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
6502.5
94
611235
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,l-,p-10 fdeh 6 ls cVdk Qyk
23715
94
2229210
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ikyxkeMh ls ekyhQyk
19125
94
1797750
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
9180
94
862920
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
4972.5
94
467415
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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).
Bitumen VG30 grade
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
8032.5
31
249007.5
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
7841.25
31
243078.75
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
11475
31
355725
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
6502.5
31
201577.5
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,l-,p-10 fdeh 6 ls cVdk Qyk
23715
31
735165
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ikyxkeMh ls ekyhQyk
19125
31
592875
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
9180
31
284580
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
4972.5
31
154147.5
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Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Ordinary kilometer stone (precast)
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-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
3
1501
4503
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
3
1501
4503
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
4
1501
6004
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
3
1501
4503
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,l-,p-10 fdeh 6 ls cVdk Qyk
7
1501
10507
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ikyxkeMh ls ekyhQyk
6
1501
9006
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
3
1501
4503
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
2
1501
3002
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Hectometer stone (precast)
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
8
410
3280
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
8
410
3280
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
12
410
4920
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
7
410
2870
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,l-,p-10 fdeh 6 ls cVdk Qyk
25
410
10250
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ikyxkeMh ls ekyhQyk
20
410
8200
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
10
410
4100
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
5
410
2050
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Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
30
375
11250
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
30
375
11250
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
19
375
7125
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,l-,p-10 fdeh 6 ls cVdk Qyk
99
375
37125
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ikyxkeMh ls ekyhQyk
80
375
30000
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
36
375
13500
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
30
375
11250
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
8
1970
15760
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
8
1970
15760
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
9
1970
17730
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
7
1970
13790
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,l-,p-10 fdeh 6 ls cVdk Qyk
25
1970
49250
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ikyxkeMh ls ekyhQyk
20
1970
39400
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
6
1970
11820
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
8
1970
15760
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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 as per IRC:67 made of high intensity grade 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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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
2
3183
6366
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
2
3183
6366
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
1.2
3183
3819.6
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
2
3183
6366
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,l-,p-10 fdeh 6 ls cVdk Qyk
1.2
3183
3819.6
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ikyxkeMh ls ekyhQyk
1.2
3183
3819.6
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
1.2
3183
3819.6
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
2
3183
6366
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade 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
80 mm x 60 mm rectangular
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
2
2185
4370
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
2
2185
4370
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
2
2185
4370
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
2
2185
4370
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,l-,p-10 fdeh 6 ls cVdk Qyk
2
2185
4370
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ikyxkeMh ls ekyhQyk
2
2185
4370
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Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
2
2185
4370
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igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
2
2185
4370
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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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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
200
408
81600
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
600
408
244800
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
145.07
408
59188.56
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igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
200
408
81600
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,l-,p-10 fdeh 6 ls cVdk Qyk
164.36
408
67058.88
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ikyxkeMh ls ekyhQyk
129.25
408
52734
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
240
408
97920
... More
igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
260
408
106080
... More
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
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-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
58
185
10765.38
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igwWp lMd ujokyh Qyk fdeh- 0@0 ls 2@05
44
185
8166.84
... More
lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
87
185
16148.07
... More
igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
58
185
10765.38
... More
,l-,p-10 fdeh 6 ls cVdk Qyk
76
185
14106.36
... More
ikyxkeMh ls ekyhQyk
129
185
23943.69
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
39
185
7238.79
... More
igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
119
185
22087.59
... More
Providing and Fixing of Retro Reflectorised 600 x 500 mm Chevro sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads).
Regulatory sign boards of 60 x 50 cm Rectangle. Size 60 x 50 cms. Rectangle
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-
-
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,l-,p-10 fdeh 6 ls cVdk Qyk
10
3507
35070
... More
ikyxkeMh ls ekyhQyk
10
3507
35070
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
2
3507
7014
... More
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
-
-
-
... More
lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
350.63
26
9116.38
... More
ikyxkeMh ls ekyhQyk
280.5
26
7293
... More
Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, 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 trail 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 tonne vibratory roller, finishing and curing as per MoRTH specification : Clause No. 601, 112.
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-
-
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
210.38
2209
464729.42
... More
ikyxkeMh ls ekyhQyk
224.4
2209
495699.6
... More
Providing and fixing of precast concrete interlocking blocks of 60mm thick (M-30 Grade) manufactured from fully computerized automatic stationery hydraulic vibto perssed machine & full computerized automatic batching plant of class A-I as per BS: 6717-2001. The CC interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compected sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable Material with all leads & lifts and stacking of serviceable Material complete job is to be executed as per the instructions of Engineer-in- charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks:
P & F –do--80mm thick (M-30 Grade) –do--
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-
-
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lqUnjiqj ls lkehrsM fdeh- 0@0 ls 3@0
1402.5
471
660577.5
... More
ikyxkeMh ls ekyhQyk
1122
471
528462
... More
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. n ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
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-
-
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igwWp lMd ckjksM fdeh- 0@0 ls 2@100
42.65
57
2431.05
... More
igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
42.65
57
2431.05
... More
,l-,p-10 fdeh 6 ls cVdk Qyk
60.4
57
3442.8
... More
ikyxkeMh ls ekyhQyk
201.32
57
11475.24
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
44.29
57
2524.53
... More
igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
24.16
57
1377.12
... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
-
-
-
... More
igwWp lMd ckjksM fdeh- 0@0 ls 2@100
36.43
3126
113880.18
... More
igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
36.43
3126
113880.18
... More
,l-,p-10 fdeh 6 ls cVdk Qyk
6.98
3126
21819.48
... More
ikyxkeMh ls ekyhQyk
23.25
3126
72679.5
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
5.12
3126
16005.12
... More
igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
2.79
3126
8721.54
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade
-
-
-
... More
,l-,p-10 fdeh 6 ls cVdk Qyk
84.08
4089
343803.12
... More
ikyxkeMh ls ekyhQyk
221.25
4089
904691.25
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
45.43
4089
185763.27
... More
igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
24.78
4089
101325.42
... More
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
-
-
-
... More
,l-,p-10 fdeh 6 ls cVdk Qyk
30
114
3420
... More
ikyxkeMh ls ekyhQyk
100
114
11400
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
22
114
2508
... More
igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
12
114
1368
... More
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts. Selected granular Material in filling (MoRTH specification : Clause 2200).
-
-
-
... More
,l-,p-10 fdeh 6 ls cVdk Qyk
17.55
745
13074.75
... More
ikyxkeMh ls ekyhQyk
70
745
52150
... More
Mwaxjiqj nsolkseukFk fdeh 13 ls Viykjk Qyk
15.4
745
11473
... More
igwWp lMd gfj;kr Qyk fdeh- 0@0 ls 1@300
8.4
745
6258
... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
... More
igwWp lMd ckjksM fdeh- 0@0 ls 2@100
5.66
2987
16906.42
... More
igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
5.66
2987
16906.42
... More
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).
1000mm dia
-
-
-
... More
igwWp lMd ckjksM fdeh- 0@0 ls 2@100
7.5
4410
33075
... More
igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
7.5
4410
33075
... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
-
-
-
... More
igwWp lMd ckjksM fdeh- 0@0 ls 2@100
0.42
3850
1617
... More
igwWp lMd dkMQyk fdeh- 0@0 ls 1@700
0.42
3850
1617
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