Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 16,70,60,000
Costs
EMD
₹ 8,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Two Lane to Four Lane and Strengthening at km 57/0-60/0 of Trichy - Pudukkottai - Aranthangi
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_498668_1Tender No
TN.NO.48/2024-25/PDKTender 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
Documents
BOQ Items
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification.a) box cutting for widening portion
-
-
-
Main work Km 57/0-60/0
9767
123
1203880.42
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.complying with standard specification.
-
-
-
Main work Km 57/0-60/0
9767
26
260485.89
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 1 km and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for making up of low berms. Embackment using Carted earth with an average lead of 1 Km.
-
-
-
Main work Km 57/0-60/0
3610
183
661821.3
Construction of Granular sub-base by providing close graded Material, (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading-V Material
-
-
-
Main work Km 57/0-60/0
4833
1959
9470360.16
Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading-III Material
-
-
-
Main work Km 57/0-60/0
2612
2049
5352510.4
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
-
-
-
Main work Km 57/0-60/0
7055
2238
15789301.65
Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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., complete as perClause 502 of MORTH Rev-5
-
-
-
Main work Km 57/0-60/0
30464
81
2483729.92
Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 2.50 Kg of Bitumen Emulsion (RS1) 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., complete as per clause 503 of MORTH Rev V
-
-
-
Main work Km 57/0-60/0
30464
18
572113.92
Providing and laying Tack Coat over Existing BT surface using Pressure Distributor at the rate of 2 Kg of Bitumen Emulsion (RS1) 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., complete as per Clause 503 of MORTH Rev-5
-
-
-
Main work Km 57/0-60/0
11828
27
319710.84
Providing, laying 65mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 65mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
-
-
-
Main work Km 57/0-60/0
1981
9956
19723509.54
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
-
-
-
Main work Km 57/0-60/0
850
8521
7243105
BC 40mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm of 40mm thick 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Main work Km 57/0-60/0
1692
11300
19121207.4
PRECAST BOX CULVERT
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
a)Dismantling PCC work
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
17
486
8265.4
Reconstruction of Precast Box culvert at km 57/6(ii)
17
486
8265.4
Reconstruction of Precast Box culvert at km 57/8
17
486
8265.4
Reconstruction of Precast Box culvert at km 58/6(i)
17
486
8265.4
Removal of Cut Stone Slabs / RCC Cover Slabs Clearing away and carefully stacking materials use full for reuse for any thickness etc., complete complying with standard specification.
-
-
-
Reconstruction of Precast Box culvert at km 58/6(ii)
36
512
18465.48
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
b)Removal of Brick and Stone masonary in cement mortar under 3m height
-
-
-
Reconstruction of Precast Box culvert at km 58/6(ii)
20.25
283
5733.59
Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
190.62
289
55159.71
Reconstruction of Precast Box culvert at km 57/6(ii)
190.62
289
55159.71
Reconstruction of Precast Box culvert at km 57/8
190.62
289
55159.71
Reconstruction of Precast Box culvert at km 58/6(i)
190.62
289
55159.71
Reconstruction of Precast Box culvert at km 58/6(ii)
190.62
289
55159.71
Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-sand 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 LEVELLING COURSE BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
14.67
6173
90563.78
Reconstruction of Precast Box culvert at km 57/6(ii)
14.67
6173
90563.78
Reconstruction of Precast Box culvert at km 57/8
14.67
6173
90563.78
Reconstruction of Precast Box culvert at km 58/6(i)
14.67
6185
90744.81
Reconstruction of Precast Box culvert at km 58/6(ii)
14.67
6185
90744.81
Providing Precast Vibrated Reinforced Cement Concrete Box using M35 design mix minimum cement content of 425 kg per cu.m of concrete of size 1.50 x 1.50 m x 1.50 m with 0.25m thick web, 0.28m thick bottom and 0.25m thick top slab including cost of Mild Steel Mouldings and conveyance of all materials to site and cost of cement including minimum of 0.212 MT of reinforcement steel per running meter of box including cost and fabrication charges of Steel at site including cost of soft water, labour charges for mixing, laying and curing concrete, tools and plants, transporting from casting yard to work site through trailers, lifting, erecting by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for box units of size 1.50x1.50x1.50 as per standard specification.
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
21
60326
1266862.59
Reconstruction of Precast Box culvert at km 57/6(ii)
21
60326
1266862.59
Reconstruction of Precast Box culvert at km 57/8
21
60326
1266862.59
Reconstruction of Precast Box culvert at km 58/6(i)
21
60326
1266862.59
Reconstruction of Precast Box culvert at km 58/6(ii)
21
60326
1266862.59
Vibrated Cement Concrete M 20 mix(Nominal mix)using 40mm ISS size hard broken granite metal and with M-sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Above Sill level, Parapet & Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
57.92
8052
466407.17
Reconstruction of Precast Box culvert at km 57/6(ii)
57.92
8052
466407.17
Reconstruction of Precast Box culvert at km 57/8
57.92
8052
466407.17
Reconstruction of Precast Box culvert at km 58/6(i)
57.92
8064
467121.9
Reconstruction of Precast Box culvert at km 58/6(ii)
57.92
8064
467121.9
Supply and fabrication of (HYSD) Steel Fe500 Grade (as per steel schedule) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
0.21
95609
20269.17
Reconstruction of Precast Box culvert at km 57/6(ii)
0.21
95609
20269.17
Reconstruction of Precast Box culvert at km 57/8
0.21
95609
20269.17
Reconstruction of Precast Box culvert at km 58/6(i)
0.21
95609
20269.17
Reconstruction of Precast Box culvert at km 58/6(ii)
0.21
95609
20269.17
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm and below graded size ISS hard granite metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness OVER DECK SLAB
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
40.2
673
27092.39
Reconstruction of Precast Box culvert at km 57/6(ii)
40.2
673
27092.39
Reconstruction of Precast Box culvert at km 57/8
40.2
673
27092.39
Reconstruction of Precast Box culvert at km 58/6(i)
40.2
674
27129.37
Reconstruction of Precast Box culvert at km 58/6(ii)
40.2
674
27129.37
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
16.8
203
3412.08
Reconstruction of Precast Box culvert at km 57/6(ii)
16.8
203
3412.08
Reconstruction of Precast Box culvert at km 57/8
16.8
203
3412.08
Reconstruction of Precast Box culvert at km 58/6(i)
16.8
203
3412.08
Reconstruction of Precast Box culvert at km 58/6(ii)
16.8
203
3412.08
Providing filter media behInd the culvert sidewall and return wall with clean III graded material 53mm to 5.6mm to 500mm and well compacted in layers with smaller sized towards the soiland bigger size towards the wall including cost and conveyanceto work site including all labours and other incidental chargesincluding hire charges for tools and plants employed etc., for filtermedia as per MOST's ( Roads Wing) specifications for Roads andBridges " Fourth Revision Cl. 309-3-2-13 and 305-4-4 etc., complete-1 Cum
-
-
-
Reconstruction of Precast Box culvert at km 57/6(i)
27.67
1474
40795.54
Reconstruction of Precast Box culvert at km 57/6(ii)
27.67
1474
40795.54
Reconstruction of Precast Box culvert at km 57/8
27.67
1474
40795.54
Reconstruction of Precast Box culvert at km 58/6(i)
27.67
1483
41035.44
Reconstruction of Precast Box culvert at km 58/6(ii)
27.67
1483
41035.44
WIDENING OF BOX CULVERT
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
a)Dismantling PCC work
-
-
-
Widening of Box culvert at km 57/2
0.68
486
330.62
Widening of Box culvert at km 57/10
1.35
486
656.37
Widening of Box culvert at km 58/2
1.35
486
656.37
Widening of Box culvert at km 58/8(i)
1.35
486
656.37
Widening of Box culvert at km 58/8(ii)
1.35
486
656.37
Widening of Box culvert at km 59/2
1.35
486
656.37
Widening of Box culvert at km 59/10
1.35
486
656.37
Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
-
-
-
Widening of Box culvert at km 57/2
61.62
289
17830.98
Widening of Box culvert at km 57/10
81.35
289
23540.25
Widening of Box culvert at km 58/2
81.35
289
23540.25
Widening of Box culvert at km 58/8(i)
81.35
289
23540.25
Widening of Box culvert at km 58/8(ii)
81.35
289
23540.25
Widening of Box culvert at km 59/2
81.35
289
23540.25
Widening of Box culvert at km 59/10
81.35
289
23540.25
Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-sand 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 LEVELLING COURSE BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
Widening of Box culvert at km 57/2
9.21
6173
56856.92
Widening of Box culvert at km 57/10
12.72
6173
78525.52
Widening of Box culvert at km 58/2
12.72
6185
78682.49
Widening of Box culvert at km 58/8(i)
12.72
6185
78682.49
Widening of Box culvert at km 58/8(ii)
12.72
6185
78682.49
Widening of Box culvert at km 59/2
12.72
6198
78839.45
Widening of Box culvert at km 59/10
12.72
6198
78839.45
Vibrated Cement Concrete M 20 (Nominal grade mix) using 40mm ISS size hard broken granite metal using with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation footing below wing wall
-
-
-
Widening of Box culvert at km 57/2
4.86
7289
35428.72
Widening of Box culvert at km 57/10
5.85
7211
42185.34
Widening of Box culvert at km 58/2
5.85
7223
42257.53
Widening of Box culvert at km 58/8(i)
5.85
7223
42257.53
Widening of Box culvert at km 58/8(ii)
5.85
7223
42257.53
Widening of Box culvert at km 59/2
5.85
7235
42329.72
Widening of Box culvert at km 59/10
5.85
7235
42329.72
Vibrated Cement Concrete M 20(Nominal grade mix) using 40mm ISS size hard broken granite metal using with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for culvert wing wall and Parapet
-
-
-
Widening of Box culvert at km 57/2
44.06
8295
365514.27
Widening of Box culvert at km 57/10
69.05
8001
552513.24
Widening of Box culvert at km 58/2
69.05
8013
553365.32
Widening of Box culvert at km 58/8(i)
69.05
8013
553365.32
Widening of Box culvert at km 58/8(ii)
69.05
8013
553365.32
Widening of Box culvert at km 59/2
69.05
8026
554217.4
Widening of Box culvert at km 59/10
69.05
8026
554217.4
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISShard broken granite metal using with M-Sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 Box culvert.
-
-
-
Widening of Box culvert at km 57/2
23.32
13471
314153.98
Widening of Box culvert at km 57/10
49.94
11464
572558.6
Widening of Box culvert at km 58/2
49.94
11477
573174.86
Widening of Box culvert at km 58/8(i)
49.94
11477
573174.86
Widening of Box culvert at km 58/8(ii)
49.94
11477
573174.86
Widening of Box culvert at km 59/2
49.94
11489
573791.12
Widening of Box culvert at km 59/10
49.94
11489
573791.12
Supply and fabrication of (HYSD) Steel Fe500 Grade (as per steel schedule) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
Widening of Box culvert at km 57/2
2.01
95609
191983.41
Widening of Box culvert at km 57/10
3.25
95609
310634.52
Widening of Box culvert at km 58/2
3.25
95609
310634.52
Widening of Box culvert at km 58/8(i)
3.25
95609
310634.52
Widening of Box culvert at km 58/8(ii)
3.25
95609
310634.52
Widening of Box culvert at km 59/2
3.25
95609
310634.52
Widening of Box culvert at km 59/10
3.25
95609
310634.52
Vibrated Reinforced cement concrete M30 (Design mix) using 20mmm and below graded ISS sized hard granite metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness OVER DECK SLAB
-
-
-
Widening of Box culvert at km 57/2
14.6
673
9839.52
Widening of Box culvert at km 57/10
27.01
673
18203.12
Widening of Box culvert at km 58/2
27.01
674
18227.97
Widening of Box culvert at km 58/8(i)
27.01
674
18227.97
Widening of Box culvert at km 58/8(ii)
27.01
674
18227.97
Widening of Box culvert at km 59/2
27.01
675
18253.09
Widening of Box culvert at km 59/10
27.01
675
18253.09
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900
-
-
-
Widening of Box culvert at km 57/2
16.8
203
3412.08
Widening of Box culvert at km 57/10
16.8
203
3412.08
Widening of Box culvert at km 58/2
16.8
203
3412.08
Widening of Box culvert at km 58/8(i)
16.8
203
3412.08
Widening of Box culvert at km 58/8(ii)
16.8
203
3412.08
Widening of Box culvert at km 59/2
16.8
203
3412.08
Widening of Box culvert at km 59/10
16.8
203
3412.08
DRAIN
-
-
-
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of Drain
-
-
-
At Km 57/095-57/195(L/S) & (R/S)
378
166
62789.58
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using M-sand including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW DRAIN.
-
-
-
At Km 57/095-57/195(L/S) & (R/S)
36
6155
221615.64
Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm and below ISS hard broken granite metal and using M-sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor but excluding cost and fabrication of steel including cost of form work and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification MORTH Rev. V Nos. 1000,1700,2200 for Drain bottom Slabs,Walls and cover slabs
-
-
-
At Km 57/095-57/195(L/S) & (R/S)
200.39
14971
3000213.03
Supply and fabrication of (HYSD) Fe500 grade required for all RCC items as per steel schedule of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
At Km 57/095-57/195(L/S) & (R/S)
11.08
95609
1058872.67
Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces and PVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position complying with standard specification.
-
-
-
At Km 57/095-57/195(L/S) & (R/S)
34
500
17000
Supply and fixing of SFRC Reinforced Cement concrete Man Hole cover 750x750 mm including frames EHD 35 as per IRC 50-1999 and IS 12592 as directed by the Departmental officers including labour charges for fixing at every interval of 5m along the drain including all other incidental charges etc.,complete for Drain.
-
-
-
At Km 57/095-57/195(L/S) & (R/S)
34
2971
101014
REVETMENT
-
-
-
Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for foundation of revetment as per MORTH Vth Rev., 304.
-
-
-
At Km 57/600-57/813(L/S)
145.37
289
42065.72
At Km 57/840-58/000 (R/S)
109.2
289
31599.2
At Km 59/850-59/987(L/S) & (R/S)
187.01
289
54115.08
Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-sand 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 LEVELLING COURSE BELOW revetment as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
At Km 57/600-57/813(L/S)
20.77
6173
128221.31
At Km 57/840-58/000 (R/S)
15.6
6173
96304.88
At Km 59/850-59/987(L/S) & (R/S)
26.72
6198
165612.43
Vibrated Cement Concrete M 20 grade nominal mix using 40mm ISS size hard broken granite metal using with M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for revetment.
-
-
-
At Km 57/600-57/813(L/S)
115.02
10358
1191442.72
At Km 57/840-58/000 (R/S)
86.4
10366
895675.1
At Km 59/850-59/987(L/S) & (R/S)
147.96
10370
1534454.69
Filling below with Good gritty gravel including cost and conveyance of Gravellt to work site, laying, handling charges and filling in layers including all labour and machinary charges tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete and in accordance with standard specifications as per MORTH Vth Rev., 305 &2907
-
-
-
At Km 57/600-57/813(L/S)
150.17
348
52271.17
At Km 57/840-58/000 (R/S)
112.8
348
39263.42
At Km 59/850-59/987(L/S) & (R/S)
193.17
324
62683.67
Providing and laying pitching on slopes with vibrated cement concrete M15 grade with M.sand laid over prepared filter media including Concrete block of size 0.30m X 0.30m X 0.30m laid dry in front of toe of embackment completeincluding trimming of slope to proper profile and preparation of bed including all cost of materials ,labour,formwork and all other incidental charges etc,complete complying with standard specifications
-
-
-
At Km 57/600-57/813(L/S)
300.33
7960
2390891.09
At Km 57/840-58/000 (R/S)
225.6
7960
1795974.53
At Km 59/850-59/987(L/S) & (R/S)
386.34
7985
3085141.25
Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal and M.sand with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of all materials to worksite etc., complete., including labour, incidental charges complete complying with standard specifications.
-
-
-
At Km 57/600-57/813(L/S)
43
1220
52469.46
At Km 57/840-58/000 (R/S)
32
1220
39047.04
At Km 59/850-59/987(L/S) & (R/S)
54
1220
65891.88
KERB TYPE CENTRE MEDIAN
-
-
-
Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3)Nominal mix using 20 and 12mm ISS HBG metal from approved quarry and using M.sand including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.(Median kerb Size)Top section, top width 0.115m, bottom width 0.165m to a height of 0.20m and Bottom section 0.165m uniform width to a height of 0.125m.
-
-
-
At km 57/0-60/0
5684.37
569
3235031.81
Refilling with available excavated earth in between kerb stones, layers not exceeding limits including watering consolidation including all labour charges and incidental charges etc., complete as directed by the Engineer as per MORTH Vth Rev.111, 112, 301, 304, 305, 2907.
-
-
-
At km 57/0-60/0
801.53
42
34345.56
ROAD FURNITURE
-
-
-
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 etc., complete as per MoRT&H specification No.803
-
-
-
Road furniture at Km 57/0-60/0
4073.8
890
3625682
Road Markers / Road Stud with Lens Reflector. Providing and fixing relative road studs of 'Category A' Raised Pavement makers made out of Poly Carbonate / methyl methecrylate / ABS moulded body confirirming to ASTM D 788 and relative panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280.The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/97-DO.III dt 11.06.97.The height,width and length shall not be less than 15mm,90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 +/- 5 degree.Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular.The strength of detachment of the integrated cylindrical shanks,(of diameter not less than 19 +/- 2mm height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 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 marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORTH&H specification 804 etc.,complete
-
-
-
Road furniture at Km 57/0-60/0
2970
480
1425600
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic 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 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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) 30cm X 90cm Ractangular
-
-
-
Road furniture at Km 57/0-60/0
100
4000
400000
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.
-
-
-
Road furniture at Km 57/0-60/0
30
25000
750000
Providing and erecting of 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 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 engineerin-charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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 upto 0.90sqm(Type IV)
-
-
-
Road furniture at Km 57/0-60/0
21.6
11491
248205.6
Providing and erecting of Retro - Reflector›sed Cautionary, Mandatory and Informatory signs
{without definition board} 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 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67- 20 12. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 20 12 . ( as per MO RT&H Specification No.801) 60cm equilateral triangle
-
-
-
Road furniture at Km 57/0-60/0
68
3228
219504
Providing and erecting of Retro - Reflector›sed Cautionary, Mandatory and Informatory signs
{without definition board} 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 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67- 20 12. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 20 12 . ( as per MO RT&H Specification No.801) 60cm circular
-
-
-
Road furniture at Km 57/0-60/0
30
4513
135390
Providing and erecting of Retro - Reflector›sed Cautionary, Mandatory and Informatory signs
{without definition board} 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 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67- 20 12. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 20 12 . ( as per MO RT&H Specification No.801) 60cm X45cm rectangular
-
-
-
Road furniture at Km 57/0-60/0
60
4316
258960
Providing and erecting of Retro - Reflector›sed Cautionary, Mandatory and Informatory signs
{without definition board} 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 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67- 20 12. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 20 12 . ( as per MO RT&H Specification No.801) 90cm octagon
-
-
-
Road furniture at Km 57/0-60/0
8
8205
65640
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
-
-
-
Road furniture at Km 57/0-60/0
360
6500
2340000
Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete
-
-
-
Road furniture at Km 57/0-60/0
2
540490
1080980
Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
-
-
-
Road furniture at Km 57/0-60/0
640
470
300800
BUS LAY BAY AND BRANCH ROAD IMPROVEMENTS
-
-
-
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification.a) box cutting for widening portion
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
1796.49
123
221435.36
Construction of Granular sub-base by providing close graded Material, (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading-V Material
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
608.35
1959
1192073.99
Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading-III Material
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
328.84
2049
673858.93
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
822.1
2238
1839884.46
Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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., complete as perClause 502 of MORTH Rev-5
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
3288.4
81
268103.25
Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 2.50 Kg of Bitumen Emulsion (RS1) 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., complete as per clause 503 of MORTH Rev V
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
3288.4
18
61756.15
Providing and laying Tack Coat over Existing BT surface using Pressure Distributor at the rate of 2 Kg of Bitumen Emulsion (RS1) 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., complete as per Clause 503 of MORTH Rev-5
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
1149.65
27
31075.04
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
161.2
9956
1604962.01
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
105.1
8521
895588.63
BC 30/40mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm of 40mm thick 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 30/40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Bus lay bay and branch road improvement in Km 57/0-60/0
157.94
10774
1701740.32
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
141568403
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Add GST at 18%
1
25482313
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Total Value put to Tender
1
167050716
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Quoted Percentage
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Contract Value of put to tender as per Estimate
-
-
167050716
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
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- Awarded Ratexx%
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- Awarded Ratexx%