National Bank For Agriculture And Rural Development Tender
... More
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 5,92,77,000
Costs
EMD
₹ 3,06,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406685_1Bid Award Id
ViewTender No
TN.No.36/SI.No.02/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Road A - Km 0/700
82.19
585768
7127
... More
Road C - Km 0/2
69.05
18926
274.1
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental chargesfor Diversion road. (Specification Number as per MORT&H Rev.V 111,112,406,900).
-
-
-
... More
Road C - Km 0/2
29.28
324248
11074.05
... More
Supply and fabrication of Fe.500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete for CC pavement
-
-
-
... More
Road A - Km 1/4
125.58
1034790
8240.09
... More
Road C - Km 1/6-1/8
98.28
810415
8245.99
... More
Road B - Km 1/2
6.6
3077
466.3
... More
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top of CC Pavement for Easing Portion only
-
-
-
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Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Parapet over Box Culvert and wing wall as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
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Construction of Granular sub-base Grade-V 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 C.C Pavement for widening Portion.
-
-
-
... More
Road C - Km 1/2-1/4
16.74
178069
10637.36
... More
Road B - Ch: 0/0-0/240
3.05
289153
94804.27
... More
Providing and fixing of Separable impermeable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all materials to work site and labour charges for fixing etc., complete for CC Pavement.
-
-
-
... More
Road A - Km 0/6-0/7
22.75
4038
177.5
... More
Total in Figures (SubTotal + GST)
-
59276149
-
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Road C
1498
271152
181.01
... More
CC Pavement Km 0/240:
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Widening of C.C. pavement
-
-
-
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SUB ESTIMATE - Box Culvert Dismantling the existing RR masonry in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Departmental Officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.111, 112, 202.
-
-
-
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Dismantling the existing Cut Stone culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.111, 112, 202.
-
-
-
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Road B - Km 0/4 & 0/6
339.76
61499
181.01
... More
Road C - Km 0/8 & 1/4
13.2
6155
466.3
... More
Road A - Km 0/2
22.5
32742
1455.23
... More
Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc,(Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
... More
Road A - Km 0/2
62.27
17068
274.1
... More
Road C - Km 1/6-1/8
12.96
137860
10637.36
... More
Road A
533
775637
1455.23
... More
Construction of granular sub - base Gr-V of 150 mm thick 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 for Diversion Road complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
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Road B - Km 0/4 & 0/6
36.88
9492
257.4
... More
Road A - Km 0/6
6.6
3077
466.3
... More
Road C
1992
10756
5.4
... More
Road A - Km 0/6-0/7
40.5
235847
5823.39
... More
Road C - Km 1/2-1/4
372.6
93932
252.1
... More
Road A - Km 0/6
18.44
4746
257.4
... More
Road C - Km 1/6-1/8
32.76
5814
177.5
... More
Road B - Km 0/4 & 0/6
9.56
54660
5717.6
... More
Road C - Km 0/8 & 1/4
145.11
39774
274.1
... More
Road C
340
2700694
7943.22
... More
Road A - Km 0/6
20.82
164333
7893.06
... More
Road C - Km 0/2
169.88
30749
181.01
... More
Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
-
-
-
... More
Road B - Ch: 0/0-0/240
160
109744
685.9
... More
Road B
1164
2130969
1830.73
... More
Road C - Km 0/2
18.44
4746
257.4
... More
Road B - Km 0/4 & 0/6
83.36
637238
7644.42
... More
Road A - Km 0/6-0/7
104.4
728364
6976.67
... More
Vibrated cement concrete M30 design mix using ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including form work, labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for CC Pavement over existing Concrete.
-
-
-
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Road A - Km 0/6-0/7
9.18
97217
10590.18
... More
Road A
693
1268695
1830.73
... More
Road A - Km 0/6
8
1420
177.5
... More
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., (Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
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Road A
2772
209480
75.57
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Road B - Km 0/4 & 0/6
3.82
362152
94804.27
... More
Road C
8
2048
256
... More
Road B - Km 0/4 & 0/6
13.2
6155
466.3
... More
Road A - Km 0/700
11.34
44418
3917
... More
Road B
1037
187707
181.01
... More
Road A - Km 0/6
29.28
323327
11042.59
... More
Construction of embankment with approved material of CBR 8 with all lead and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 95% compaction with a lead of 3 km.
-
-
-
... More
Road C
2.16
25498
11805
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Road A - Km 0/700
317.25
61711
194.52
... More
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
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Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Wing Wall and Parapet over Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
... More
Road B - Km 1/2
226.5
40998
181.01
... More
Road A
3
768
256
... More
Road A - Km 0/2
6.2
34864
5623.23
... More
Road B - Km 1/2
18.44
4746
257.4
... More
Road C
1011
1493479
1477.23
... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL ABOVE SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
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Road C - Km 0/2
6.6
3077
466.3
... More
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2707 of MORT&H Vth rev.
-
-
-
... More
Road B
2.16
25498
11805
... More
Road B - Km 1/2
17.16
11790
687.1
... More
Road B - Ch: 0/0-0/240
330
2759469
8362.03
... More
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
-
-
-
... More
Road C
6800
513876
75.57
... More
Road B
486
135764
279.35
... More
Road A - Km 0/2
23.66
16058
678.7
... More
Road B - Km 0/4 & 0/6
34.32
23540
685.9
... More
Road C - Km 1/6-1/8
291.6
73512
252.1
... More
Road C
6800
115600
17
... More
Road B - Km 0/4-0/6
177.45
1466563
8264.66
... More
Road B - Km 0/4 & 0/6
33.75
50302
1490.43
... More
Road A - Km 0/700
171.98
1790853
10413.15
... More
Road A - Km 0/6
4.78
26954
5638.96
... More
Road A - Km 0/2
20.82
164006
7877.33
... More
Road B
5
1280
256
... More
Road B - Km 0/4 & 0/6
16
2840
177.5
... More
Road A
3290
1010030
307
... More
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
... More
Road A
2.16
25498
11805
... More
Road B - Km 1/2
22.5
41191
1830.73
... More
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MORT&H Vth specification No.1600
-
-
-
... More
Construction of sub grade and earthern shoulders with approved materials obtained from areas shown in the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 97% Compaction with a lead of 2 km.
-
-
-
... More
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MORTH Vth specification No.2706
-
-
-
... More
Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 8-1980 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
... More
Road A
605
117684
194.52
... More
Road A - Km 0/2
2.47
234166
94804.27
... More
Clearing scrub jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth for road (Specification Number as per MORTH Rev.V 201)
-
-
-
... More
Road C - Km 1/6-1/8
150.34
1054349
7013.1
... More
Road B - Km 0/4 & 0/6
33.75
61787
1830.73
... More
Road C - Km 0/2
8
1420
177.5
... More
Road B - Ch: 0/0-0/240
134.25
13425
100
... More
Road B - Km 0/4-0/6
271.44
1909251
7033.79
... More
Road A - Km 0/2
38.05
417401
10969.82
... More
Road B - Km 1/2
1.91
181076
94804.27
... More
Road A - Km 0/6
169.88
33045
194.52
... More
Road B
1
906
906
... More
Road A
2772
47124
17
... More
Road A - Km 0/6-0/7
202.5
51050
252.1
... More
Road A - Km 0/6
16.88
24564
1455.23
... More
Road C - Km 0/8 & 1/4
58.56
649416
11089.77
... More
Road A
84
863199
10276.18
... More
Road B - Ch: 0/0-0/240
63.36
94433
1490.43
... More
Road B
682
1016473
1490.43
... More
Road C - Km 0/2
16.88
30902
1830.73
... More
Road A - Km 0/2
6.6
3077
466.3
... More
Construction of granular sub - base Gr-V of 200 mm thick 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. (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
... More
Construction of granular sub - base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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. (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
... More
Road B - Km 1/2
29.28
326090
11136.96
... More
Providing expansion and contraction joints in both the longitudinal and transverse direction using bituminous pads of 20mm thickness including all cost, conveyance and all labour charges for fixing them in position as per the standard specification.
-
-
-
... More
Dismantling the existing RCC Slab culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MOR&H Vth specification No.111, 112, 202.
-
-
-
... More
Road B
4656
79152
17
... More
Road C - Km 0/8 & 1/4
16
2840
177.5
... More
Road A
139
1104107
7943.22
... More
Road C
204
2096340
10276.18
... More
Road C - Km 0/8 & 1/4
33.75
49856
1477.23
... More
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT as per MORT&H Vth specification No.111,112,304.
-
-
-
... More
Road B - Ch: 0/0-0/240
105.6
14472
137.05
... More
Road C - Km 0/8 & 1/4
62.5
482646
7722.35
... More
Sub Total Amount for above all items (excluding GST)
1
-
50234024.76
... More
Road C - Km 0/2
4.78
27104
5670.42
... More
Road B - Km 1/2
8
1420
177.5
... More
Road A - Km 0/700
13.89
1316831
94804.27
... More
Road C - Km 1/2-1/4
192.1
1346183
7007.72
... More
Road C - Km 1/6-1/8
58.32
342329
5869.85
... More
Road A - Km 0/700
97.73
66446
679.9
... More
Road B - Km 1/2
22.5
33534
1490.43
... More
Retaining Wall: Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.
-
-
-
... More
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700, 2200.
-
-
-
... More
Road A - Km 0/2
226.5
44058
194.52
... More
Road C - Km 1/2-1/4
41.86
7430
177.5
... More
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and Side walls excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
... More
Road A
864
4665
5.4
... More
Road A - Km 0/700
18.28
103080
5638.96
... More
Road A - Km 0/2
8
1420
177.5
... More
Road A - Km 0/700
221.4
60685
274.1
... More
Road A - Km 0/6-0/7
68.25
560374
8210.61
... More
Road B - Km 0/4-0/6
59.15
10499
177.5
... More
Road C - Km 0/8 & 1/4
34.32
23457
683.5
... More
Road B - Ch: 0/0-0/240
42.24
203955
4828.48
... More
Road B
1361
401971
295.35
... More
Road A - Km 0/2
18.44
4746
257.4
... More
Road A - Km 0/700
5.8
56790
9791.39
... More
Road C - Km 0/2
17.16
11708
682.3
... More
Carted earth including cost and conveyance an average lead 2 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specification as per MORTH Vth Rev., 304 & 305
-
-
-
... More
Road A - Km 0/6
53.91
14776
274.1
... More
Road B - Ch: 0/0-0/240
1320
13200
10
... More
Construction of sub grade and earthern shoulders with approved materials obtained from areas shown in the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 97% Compaction with a lead of 3 km.
-
-
-
... More
Road C - Km 0/2
1.91
181076
94804.27
... More
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc. (Specification Number as per MORTH Rev.V 111,112,504,900).
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Road C
1700
3112241
1830.73
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Road B
233
1850770
7943.22
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Road C - Km 0/8 & 1/4
36.88
9492
257.4
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Road B - Km 1/2
4.78
27405
5733.33
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GST 18% for above SubTotal Amount
1
9042124
9042124.46
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Road B - Km 1/2
31.25
242798
7769.54
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Road A - Km 0/6
16.88
30902
1830.73
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Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Broken Parapet Over RETAINING WALL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
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Road B
4656
351900
75.58
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Road B
1128
6091
5.4
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Road B
140
1438665
10276.18
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Road B - Km 0/4-0/6
526.5
132730
252.1
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Road C
1
906
906
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Road C - Km 0/8 & 1/4
33.75
61787
1830.73
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Road A - Km 0/700
11.21
2885
257.4
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Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting Direction and place Identification Retro reflectorised sign made out of high Intensity Prismatic Grade sheeting confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.95qm) TYPE -IV
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Road A - Km 0/700
16
2840
177.5
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Road C - Km 0/8 & 1/4
3.82
362152
94804.27
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Carted earth including cost and conveyance an average lead 3 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specification as per MORTH Vth Rev., 304 & 305
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Road C - Km 0/8 & 1/4
339.76
61499
181.01
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Road B - Km 0/4 & 0/6
168.36
46147
274.1
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Road C - Km 0/2
16.88
24935
1477.23
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 3 km & 2 km for formation of Diversion road for 100% compaction as per MORTH Vth specification No.111, 112, 304, 305.
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Road B - Km 1/2
69.05
18926
274.1
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Construction of embankment with approved material of CBR 8 with all lead and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 95% compaction with a lead of 2 km.
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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, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing.
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., (Specification Number as per MORTH Rev.V 111,112,406,900).
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Road A - Km 0/6
17.16
11667
679.9
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Road A - Km 0/2
22.5
41191
1830.73
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Road B - Km 0/4-0/6
105.3
621407
5901.31
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Road C - Km 0/8 & 1/4
9.56
54359
5686.14
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Road A - Km 0/700
25.31
36831
1455.23
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Road C - Km 1/2-1/4
74.52
437421
5869.85
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Road C - Km 0/2
31.25
240832
7706.63
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Road B - Km 0/4-0/6
23.22
247729
10668.81
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Road B - Km 0/4 & 0/6
58.56
651259
11121.23
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Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
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