Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Feb 2024
Closing Date14 Feb 2024
Tender Amount₹ 6,32,28,343
Costs
EMD
₹ 3,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv 116 Government Roads Of Srivilliputtur H C And M Sub Division
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_421221_1Bid Award Id
ViewTender No
T N No. 51 2023-2024 D1 Dated 22.01.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Road F
101.36
11357
112.05
Earthwork excavation in all class of soil except soft desintegrated rock and 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 our 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 ABUTMENTS, PIERS AND WINGS.
-
-
-
Road A
426.47
79771
187.05
Road D
376.8
70480
187.05
Road F
376.8
70480
187.05
Earthwork excavation in hard rock requiring blasting 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 our 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 ABUTMENTS, PIERS AND WINGS.
-
-
-
Road A
729.07
176362
241.9
Road D
193.79
46877
241.9
Road F
193.79
46877
241.9
Cement Concrete of Grade M-10, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSEBELOW FOOTING OF PIERS
-
-
-
Road A
37.08
186082
5018.4
Road D
21.54
107418
4986.94
Road F
21.54
108096
5018.4
Vibrated Cement Concrete of grade M20 design Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.
-
-
-
Road A
568.58
3815495
6710.57
Road D
327.04
2176582
6655.4
Road F
327.04
2186867
6686.85
Vibrated Cement Concrete of grade M20 design Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.
-
-
-
Road A
159.18
1322796
8310.07
Road D
110.46
931670
8434.46
Road F
110.46
935144
8465.91
Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.
-
-
-
Road A
12.42
166192
13381.06
Road D
6.71
89448
13330.68
Road F
6.71
89659
13362.14
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.
-
-
-
Road A
60
12186
203.1
Road D
60
12186
203.1
Road F
60
12186
203.1
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
-
-
-
Road A
34.83
3483
100
Road D
17.52
1752
100
Road F
17.52
1752
100
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB
-
-
-
Road A
316.72
3279442
10354.39
Road D
83.23
907539
10903.99
Road F
83.23
910157
10935.45
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
-
-
-
Road A
47.07
50214
1066.8
Road D
51.57
53813
1043.5
Road F
51.57
55014
1066.8
Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS.
-
-
-
Road A
94.37
31288
331.55
Road D
112.52
35995
319.9
Road F
112.52
37306
331.55
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.
-
-
-
Road A
49.75
29551
594
Road D
29.85
17730
594
Road F
29.85
17730
594
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, Fe-500 grade
-
-
-
Road A
29.77
2822323
94804.27
Road D
10.13
960367
94804.27
Road F
10.13
960367
94804.27
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
-
-
-
Road A
13
83054
6388.8
Road D
13
82645
6357.35
Road F
13
83054
6388.8
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.
-
-
-
Road A
18.27
160752
8798.7
Road D
18.27
160177
8767.24
Road F
18.27
160752
8798.7
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 ixing 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., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.
-
-
-
Road A
364.5
227903
625.25
Road D
163.5
111457
681.7
Road F
163.5
111850
684.1
Vibrated Reinforced Cement Concrete M-40 Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete foR CRASH BARRIERS OVER DECK SLAB.
-
-
-
Road A
23.63
352030
14897.61
Road D
8.41
125602
14934.84
Road F
8.41
125866
14966.3
Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for CC PARAPET OVER RETURNS
-
-
-
Road A
6.07
62958
10372.11
Road D
6.07
62767
10340.66
Road F
6.07
62958
10372.11
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
-
-
-
Road A
8
18168
2271
Road D
4
9084
2271
Road F
4
9084
2271
Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
-
-
-
Road A
194.8
81757
419.7
Road D
87.44
36698
419.7
Road F
87.44
36698
419.7
Earthwork excavation in all classes of soils weathered rock, in soft disintegrated rock/kankar not requiring blasting except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL
-
-
-
Road A
529.2
59296
112.05
Road D
49
5490
112.05
Road F
68.6
7686
112.05
Plain Cement Concrete M20 gradeMix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Retaining Wall
-
-
-
Road A
158.76
905849
5705.78
Road D
14.7
83412
5674.33
Road F
20.58
116777
5674.33
Vibrated Cement Concrete M20 gradeMix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
-
-
-
Road A
250.99
1720338
6854.21
Road D
23.24
165459
7119.6
Road F
32.54
228638
7026.38
Vibrated Cement Concrete M20 gradeMix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)
-
-
-
Road A
452.3
3842926
8496.41
Road D
41.88
370739
8852.43
Road F
58.63
511883
8730.74
Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
-
-
-
Road A
138.24
28076
203.1
Road D
13.44
2729
203.1
Road F
17.28
3509
203.1
Providing and fixing Bitumen Pad Expansion Joints including cost and conveyance of expansion joints, shamiler pad and joint scalants and fixing them in position etc., complete in deck slab over abutment and pier as per MORTH Rev Clause No.2600.
-
-
-
Road A
8.38
6025
719
Road D
8.38
6025
719
Road F
8.38
6025
719
Providing and laying of Carted Earth including cost and conveyence of the same to work sire with an average lead of 1km including stacking the same to departmental guage for premeasurement including all labour charges for laying spreading etc., complete and as directed by departmental engineers for filling behind protective wall including compaction by Power roller as per MORTH Rev. V Clause No 111, 112, 202, 301 to 305, 900
-
-
-
Road A
252.72
41104
162.65
Road D
23.4
3806
162.65
Road F
32.76
5328
162.65
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UP TO SILL LEVEL FOR RIGID APRONS.
-
-
-
Road A
60
6723
112.05
Earthwork excavation in Medium Rock depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 specifation for FOUNDATION OF CUT OF WALLS ON U/S SIDE AND D/S SIDE as per section 300 of MORTH Specification (Fifth Revision-2013) .
-
-
-
Road A
116.08
57088
491.8
Vibrated Cement Concrete of Grade M-15, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for CUT OFF WALLS BELOW SILL LEVEL.
-
-
-
Road A
116.08
677278
5834.58
Filling in between the Bridge portion and cut off wall with M sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete
-
-
-
Road A
52.29
77844
1488.7
Vibrated Cement Concrete of Grade M-10, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for RIGID APRON.
-
-
-
Road A
52.29
269351
5151.11
Vibrated Cement Concrete of Grade M-15, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for RIGID APRON.
-
-
-
Road A
104.58
610180
5834.58
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion
-
-
-
Road A
1127.94
219102
194.25
Road D
1001.91
194621
194.25
Road F
1001.91
194621
194.25
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion.
-
-
-
Road A
224.18
43764
195.22
Road D
104.61
20421
195.22
Road F
104.61
20421
195.22
Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete
-
-
-
Road A
50
206500
4130
Road D
25
103250
4130
Road F
25
103250
4130
Granular Sub-base with Graded Material (Table:- 400-1) 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- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
Road A
44.71
72906
1630.66
Road D
17.56
27939
1591.06
Road F
17.56
27629
1573.46
Wet Mix Macadam (Table 400-13) (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, Complete as per clause406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
-
-
-
Road A
74.51
143061
1920.03
Road D
29.26
56180
1920.03
Road F
29.26
56180
1920.03
Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
Road A
298
22361
75.04
Road D
117
8777
75.02
Road F
117
8777
75.02
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
Road A
298
5000
16.78
Road D
117
1962
16.77
Road F
117
1962
16.77
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
Road A
187.5
4535
24.19
Road D
187.5
4533
24.18
Road F
187.5
4533
24.18
Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
-
-
-
Road A
24.28
193801
7981.94
Road D
15.23
121564
7981.94
Road F
15.23
121564
7981.94
Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900.
-
-
-
Road A
14.57
148530
10194.25
Road D
9.14
93175
10194.25
Road F
9.14
93175
10194.25
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF DRAIN
-
-
-
Road B
697.5
78154
112.05
Plain Cement Concrete M20 grade mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Drain
-
-
-
Road B
243
1409628
5800.94
Vibrated Cement Concrete M20 grade using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Drain wall WALL (below sill level)
-
-
-
Road B
243
1850814
7616.52
Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge 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.
-
-
-
Road C
17.33
4460
257.4
Road E
17.33
4460
257.4
Dismantling the existing PCC in the existing causeway / bridge 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.
-
-
-
Road C
24.75
10939
442
Road E
24.75
10939
442
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.
-
-
-
Road C
291.28
32637
112.05
Road E
300.59
33681
112.05
Vibrated Cement Concrete M20 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT
-
-
-
Road C
16.74
96465
5762.6
Road E
16.74
97782
5841.24
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.
-
-
-
Road C
53.7
455715
8486.33
Road E
53.7
459938
8564.96
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.
-
-
-
Road C
44.86
470618
10490.82
Road E
44.86
474145
10569.45
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT.
-
-
-
Road C
54.77
558957
10205.54
Road E
54.77
563263
10284.17
Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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 standard specification.
-
-
-
Road C
12.16
1152345
94804.27
Road E
12.16
1152345
94804.27
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.
-
-
-
Road C
4.83
32522
6733.4
Road E
4.83
32902
6812.04
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.
-
-
-
Road C
127.25
742172
5832.4
Road E
133.62
789833
5911.04
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.-Below sill
-
-
-
Road C
42.26
287463
6802.26
Road E
44.37
305196
6878.45
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL - Above sill
-
-
-
Road C
195.54
1518162
7763.95
Road E
205.32
1609737
7840.14
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
-
-
-
Road C
555.86
107030
192.55
Road E
555.86
107030
192.55
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion and for approach road on both sides of culvert
-
-
-
Road C
73.75
14275
193.57
Road E
73.75
14275
193.57
Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete.
-
-
-
Road C
25
103250
4130
Road E
25
103250
4130
Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
-
-
-
Road C
82.5
23415
283.82
Road E
82.5
28220
342.07
Granular Sub-base with Graded Material (Table:- 400-1) 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- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
Road C
90.62
148689
1640.8
Road E
68.3
105477
1544.32
Wet Mix Macadam (Table 400-13) (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, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
-
-
-
Road C
151.02
302548
2003.37
Road E
113.8
220249
1935.41
Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
Road C
604
45312
75.02
Road E
455.26
34158
75.03
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
Road C
604
10135
16.78
Road E
455.26
7639
16.78
Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
Road C
97.73
1867
19.11
Road E
97.73
1868
19.12
Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
-
-
-
Road C
30.22
241214
7981.94
Road E
22.76
181668
7981.94
Bituminous Concrete 50mm thick (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900.
-
-
-
Road C
2.93
28383
9687.34
Road E
2.93
28383
9687.34
Bituminous Concrete 30mm (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501,507 & 900.
-
-
-
Road C
18.14
184923
10194.25
Road E
13.66
139253
10194.25
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
53594060
Add GST at 18%
1
-
9646931
Total Value put to Tender
1
-
63240991
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
53594060
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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