Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date16 Nov 2024
Closing Date27 Nov 2024
Tender Amount₹ 5,21,20,000
Costs
EMD
₹ 2,71,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Sl To Il And Strengthening At Km 2/6 - 4/0 Of Vellanur -senganthi Road Including Reconstruction Of Box Culverts At Km 2/8 (i), (ii), 3/2 And Construction Of Box Culvert At Km 3/8 And Reconstruction Of Minor Bridge ... Try 25
Description
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Contact
Tender Id
2024_HWAY_500692_4Bid Award Id
ViewTender No
TN.NO.50/2024-25 TCTender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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 earth Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V
-
-
-
Main work Km 2/6-4/0
384.27
1933
742813.12
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 earth Compactor to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V
-
-
-
Main work Km 2/6-4/0
160.1
2022
323839.07
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
-
-
-
Main work Km 2/6-4/0
1335.9
21
29176.06
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 2/6-4/0
1001.42
2237
2240817.45
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 2/6-4/0
5608.8
81
458126.78
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
-
-
-
Main work Km 2/6-4/0
5608.8
18
105669.79
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 1/6 - 2/6
9.6
27
259.97
Providing and laying Tack Coat over Cement Concrete surface using using Pressure Distributor at the rate 3.00Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 (Tack Coat For Culvert)
-
-
-
Main work Km 1/6 - 2/6
90.78
21
1935.43
BM (Grade-II) 50mm Thick Using VG30
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 1/6 - 2/6
281.82
8563
2413264.11
BC 30mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30mm 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 30mm 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 1/6 - 2/6
168.55
10829
1825329.08
Providing and laying Bituminous Concrete to 50mm thick (Grade I) using 0.22 cum of 26.5-13.20 mm, 0.24 cum of 13.20-2.36 mm and 0.26 cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10 sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross 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 charges and fuel charges for 20-30t 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 clause 507 of MORTH. (For Culverts)
-
-
-
Main work Km 1/6 - 2/6
4.54
10316
46836.18
Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.
-
-
-
Main work Km 1/6 - 2/6
282.69
26
7536.52
RECONSTRUCTION OF BOX CULVERTS
-
-
-
Dismantling Culverts, bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a)Dismantling Plain Cement Concrete MORTH 111 112 202
-
-
-
Reconstruction Box of Culvert at Km 2/8 (i)
16.13
486
7842.41
Reconstruction Box of Culvert at Km 2/8 (ii)
16.13
486
7842.41
Reconstruction Box of Culvert at Km 3/2
16.13
486
7842.41
Reconstruction Box of Culvert at Km 3/8
12.56
486
6106.67
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 Box of Culvert at Km 2/8 (i)
65.52
289
18959.52
Reconstruction Box of Culvert at Km 2/8 (ii)
73.94
289
21396.02
Reconstruction Box of Culvert at Km 3/2
299.87
289
86773.38
Reconstruction Box of Culvert at Km 3/8
1193.31
289
345308.11
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 Box of Culvert at Km 2/8 (i)
4.82
6192
29846.26
Reconstruction Box of Culvert at Km 2/8 (ii)
5.49
6192
33995.01
Reconstruction Box of Culvert at Km 3/2
14
6192
86690.38
Reconstruction Box of Culvert at Km 3/8
39.32
6180
243016.08
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm 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 as per relevant standard specifications as directed by the Engineer for BASE SLAB, STEM AND TOP SLAB OF Box culvert as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100
-
-
-
Reconstruction Box of Culvert at Km 2/8 (i)
21.45
12091
259365.25
Reconstruction Box of Culvert at Km 2/8 (ii)
24.96
12076
301435.43
Reconstruction Box of Culvert at Km 3/2
49.99
12358
617794.92
Reconstruction Box of Culvert at Km 3/8
71.54
11696
836749.73
Supply and fabrication of (HYSD) Steel 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 Box of Culvert at Km 2/8 (i)
1.67
95609
159954.31
Reconstruction Box of Culvert at Km 2/8 (ii)
1.92
95609
183856.63
Reconstruction Box of Culvert at Km 3/2
3.4
95609
324784.69
Reconstruction Box of Culvert at Km 3/8
4.62
95609
441810.44
Vibrated Cement Concrete M 20 mix(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 Parapet & Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Reconstruction Box of Culvert at Km 2/8 (i)
7.56
9953
75249.82
Reconstruction Box of Culvert at Km 2/8 (ii)
7.56
9953
75249.82
Reconstruction Box of Culvert at Km 3/2
79.62
8235
655673.09
Reconstruction Box of Culvert at Km 3/8
501.03
7786
3901049.64
Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.
-
-
-
Reconstruction Box of Culvert at Km 2/8 (i)
6.13
328
2014.2
Reconstruction Box of Culvert at Km 2/8 (ii)
7.59
328
2493.92
Reconstruction Box of Culvert at Km 3/2
23.13
328
7600.06
Reconstruction Box of Culvert at Km 3/8
51.44
322
16595.06
EARTH WORK INCL. COMPACTION USING CONVEYED EARTH:
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, 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 diversion road with conveyance with average lead of 5 Km
-
-
-
Reconstruction Box of Culvert at Km 3/2
404.02
238
96164.84
Reconstruction Box of Culvert at Km 3/8
559.57
238
133188.85
Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road
-
-
-
Reconstruction Box of Culvert at Km 3/2
12.5
4276
53460
Reconstruction Box of Culvert at Km 3/8
22.5
4276
96228
Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for diversion
-
-
-
Reconstruction Box of Culvert at Km 3/2
12.5
266
3327.5
Reconstruction Box of Culvert at Km 3/8
22.5
266
5989.5
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 earth Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V For diversion road,
-
-
-
Reconstruction Box of Culvert at Km 3/2
44.63
1933
86272.02
Reconstruction Box of Culvert at Km 3/8
62.25
1933
120332.36
CONSTRUCTION OF PROTECTIVE WALL
-
-
-
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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation of Protective wall
-
-
-
Construction Of Protective Wall at Km 3/4
463.45
289
134108.53
Construction Of Protective Wall at Km 3/6
443.3
289
128277.72
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand 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 FOUNDATION.
-
-
-
Construction Of Protective Wall at Km 3/4
53.48
6188
330948.68
Construction Of Protective Wall at Km 3/6
51.15
6369
325807.6
Vibrated Cement Concrete of grade M20 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete For Protective wall for Below sill
-
-
-
Construction Of Protective Wall at Km 3/4
287.39
7321
2104191.98
Construction Of Protective Wall at Km 3/6
274.9
7314
2010844.02
Vibrated Cement Concrete of grade M20 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete For Protective wall for Above Sill
-
-
-
Construction Of Protective Wall at Km 3/4
188.58
9517
1794893.13
Construction Of Protective Wall at Km 3/6
180.38
9510
1715439.05
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective 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
-
-
-
Construction Of Protective Wall at Km 3/4
77
192
14822.5
Construction Of Protective Wall at Km 3/6
73
192
14052.5
Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.
-
-
-
Construction Of Protective Wall at Km 3/4
308.97
26
8237.14
Construction Of Protective Wall at Km 3/6
295.53
26
7878.83
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand 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, back filling, clearing up the site .,complete as per standard specification. For Carted Earth with compaction for Filling With an average lead of 5Km.
-
-
-
Construction Of Protective Wall at Km 3/4
227.07
238
54047.2
Construction Of Protective Wall at Km 3/6
217.21
238
51700.32
Vibrated Cement Concrete of grade M20 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 for Parapet.
-
-
-
Construction Of Protective Wall at Km 3/4
7.29
11841
86327.52
Construction Of Protective Wall at Km 3/6
7.29
11834
86270.66
Providing and fixing PVC EXPANSION JOINT 20mm thick confiriming to specification in retaining/protective wall including cost and conveyance of expansion joints to site including cost of testing as per MORT&H specification, including charges for fixing in all respect etc., Complete.
-
-
-
Construction Of Protective Wall at Km 3/4
6.6
653
4312.44
Construction Of Protective Wall at Km 3/6
6.6
653
4312.44
CONSTRUCTION OF DRAIN
-
-
-
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation
-
-
-
Drain
198
166
32889.78
Cement Concrete M15 Mix using 40mm ISS size HBG metal and using Msand including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Base Slab as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Drain
13
6192
80498.21
Vibrated reinforced cement concrete M25 (Design Mix) using 20mm and 12mm ISS graded hard granite broken metal and using Msand including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but transporting, placing in, position vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc complete as per standard specification for Cover slab
-
-
-
Drain
69
14460
997795.2
Supply and fabrication of (HYSD) Steel 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
-
-
-
Drain
4.37
95609
417813.82
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective 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
-
-
-
Drain
9
192
1732.5
Supply and fixing of Reinforced cement concrete man hole cover 750mm X750mm with frames as directed by the Departmental officers including labour charges for fixing at every intervals along the drain including all other incidental charges etc.,complete
-
-
-
Drinage
8
2971
23768
CONSTRUCTION OF MINOR BRIDGE AT KM 3/10
-
-
-
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 UPTO SILL LEVEL.
-
-
-
Minor Bridge at Km 3/10
205.64
123
25347.19
Blasting and removing the hard rock measured in solid in the foundation and removing the blasted stones and stacking the same for pre-measurement at site including the all other labour and incidental charges including the cost of the blasting materials and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION OF ABUTMENTS, PIERS AND WINGS WALLS
-
-
-
Minor Bridge at Km 3/10
260.17
1901
494583.17
Benching, Hard rock upto an average of 10cm depth including all albour and incidental charges and hire charges for tools and plants employed etc., complete as per MORTH specifications for the FOUNDATION OF ABUTMENTS AND WING WALLS.
-
-
-
Minor Bridge at Km 3/10
260.17
843
219505.43
Providing Fe-415 grade 25mm dowel bars including cost and conveyance of all materials to site drilling 40mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete complete complying with relevent MORTH specifications in the FOUNDATION OF ABUTMENTS AND WING WALLS.
-
-
-
Minor Bridge at Km 3/10
236
352
83072
Vibrated Cement Concrete of Grade M20 (Nominal Mix), using 40mm ISS HBG metal and using Msand including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 2100 of MORT&H Specifications.
-
-
-
Minor Bridge at Km 3/10
26.02
6369
165738.29
Vibrated Cement Concrete of M20 (Nominal Mix) using 40mm ISS size HBG graded metal and using Msand 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 Fig 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 UNDER ABU TMENTS, RETURN WALLS as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
Minor Bridge at Km 3/10
233.85
6993
1635313.05
Vibrated Cement Concrete of grade M20 Nominal mix using 40mm ISS size HBG graded metal and using Msand 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. as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
Minor Bridge at Km 3/10
293.92
8302
2440150.29
Vibrated Reinforced Cement Concrete of gratie M30 Design mix using 20inm ISS size HBG graded metal and using Msand including cost and conveyancc of all inaterials to site including cost of cement at site but excluding cost and tabrication of steel but including cost of formwork, potable water, labour charles for mixing, transporting, lnying and curing concrete, working at heights, hire charles for tools and plants including all other incidental charles etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
Minor Bridge at Km 3/10
10.38
12491
129665.82
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 as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)
-
-
-
Minor Bridge at Km 3/10
181.38
192
34915.65
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
-
-
-
Minor Bridge at Km 3/10
28.22
110
3103.76
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm 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 as per relevant standard specifications as directed by the Engineer for Above sill as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 , for DECK SLAB AND KERBS & SAFETY KERBS
-
-
-
Minor Bridge at Km 3/10
104.16
13034
1357639.15
Providing and fixing PVC EXPANSION JOINT 20mm thickness with approved type of PVC water stopper of 300mm width over abutments and piers in 20mm gap between deck slabs as shown in the drawing including cost and conveyance of expansion joints including expansion joint filler and joint sealant etc, complete. as per section 2600 of MoRT&(H) specifications (fifth revision)
-
-
-
Minor Bridge at Km 3/10
47.3
653
30905.82
Compacted Plain Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal and using msand including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).
-
-
-
Minor Bridge at Km 3/10
19.49
6545
127565.56
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm 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 as per relevant standard specifications as directed by the Engineer for Above sill as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 for APPROACH SLAB a
-
-
-
Minor Bridge at Km 3/10
25.58
9344
239028.22
Vibrated reinforced cement Concrete M30 design mix using ISS size HBG graded metal and using Msand including cost and conveyance of all materials to worksite and cement at site excluding cost and fabrication of steel 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 as per section 2702.2 of MORT&H Specifications (Fifth Revision-2013).
-
-
-
Minor Bridge at Km 3/10
237.57
674
160233.84
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal and using Msand 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 RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3)as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Itevirion-2013).
-
-
-
Minor Bridge at Km 3/10
8.88
18292
162441.48
Providing and fixing of G.I. drainage spouts 100mm dia as per GOI 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.as per section 2705 of MORT&H Specifications (Fifth Itevirion-2013).
-
-
-
Minor Bridge at Km 3/10
4
2498
9992.4
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.,complete as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014.
-
-
-
Minor Bridge at Km 3/10
82.45
1398
115346.73
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 as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014 and Section 305 of MoRT&(H) specifications (Fifth Revision).
-
-
-
Minor Bridge at Km 3/10
203.37
369
75157.42
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, as per section 1009.3, 1600 of MoRT&(H) Specifications (Fiftli Revision-2013).
-
-
-
Minor Bridge at Km 3/10
14.89
95609
1423813.25
Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, as per section 1009.3, 1600 of MoRT&(H) Specifications (Fiftli Revision-2013).
-
-
-
Minor Bridge at Km 3/10
1.5
95609
143031.47
Vibrated Plain Cement Concrete M20 (Nominal Mix), using 40mm ISS hard granite broken metal and using Msand including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification forCC PARAPET as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).
-
-
-
Minor Bridge at Km 3/10
6.74
13055
87992.59
Supply and fixing of High Quality of PVC pipes of 160mm 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.
-
-
-
Minor Bridge at Km 3/10
91
419
38192.7
Diversion Road
-
-
-
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead average of 5 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up diversion road with conveyance for 5 Km Lead
-
-
-
Diversion Road
679.23
238
161670.32
Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road
-
-
-
Diversion Road
62.5
4276
267300
Laying and fixing of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road
-
-
-
Diversion Road
62.5
266
16637.5
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 EARTH Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900.
-
-
-
Diversion Road
118.13
1933
228351.2
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
-
-
-
Diversion Road
157.5
2237
352428.3
Dismantling Culverts,bridges and other structures
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.
a) Dismantling stone masonry in lime mortar.
MORTH 111 112 202
-
-
-
Diversion Road
120
231
27720
Dismantling Culverts,bridges and other structures
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.
a) Dismantling Plain Cement Concrete
MORTH 111 112 202
-
-
-
Diversion Road
34.13
4308
147055.93
Providing sand bags in the diversion road including cost and conveyance of sand, supply of empty bags, loading and unloading, filling in bags with sand, shifting them and placing at eroded berms as directed by department officers etc., complete.
-
-
-
Diversion Road
5427
50
271350
Providing causuarina wallings with causurina posts of 10-13 cm dia spaced at 1.10m intervals and cross dia of 5-10 cm at 0.50 m intervals complying with standard specifications
-
-
-
Diversion Road
90
71
6417
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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for Protective wall
-
-
-
Retaining wall km 3/10
110.2
289
31888.57
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using msand 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 FOUNDATION..
-
-
-
Retaining wall km 3/10
11.4
6180
70457.36
Vibrated Cement Concrete M 20 mix(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 below sill level as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Retaining wall km 3/10
73.1
7171
524254.93
Vibrated Cement Concrete M 20 mix(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 above sill level as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Retaining wall km 3/10
61
8784
535839.86
Refilling behind Retaining wall with using Excavated earth including cost and conveyance of filling in layers, rolling with power roller under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete-1 cum
-
-
-
Retaining wall km 3/10
73.47
26
1958.71
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with and average lead of 5 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, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. For Carted Earth with compaction for Filling With Conveyance Of 5 Kms Lead
-
-
-
Retaining wall km 3/10
78.03
238
18572.7
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective 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
-
-
-
Retaining wall km 3/10
13
192
2502.5
Vibrated Cement Concrete M 20 mix(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 Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Retaining wall km 3/10
0.81
11834
9585.63
Collection and supply of carted earth with averge lead of 5 km including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation of embankment Approach road using vibrator soil compactor etc.complete.
-
-
-
APPROACH ROAD
1530
273
418225.5
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 EARTH Compactor to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900.
-
-
-
APPROACH ROAD
328.14
1933
634311.03
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
-
-
-
APPROACH ROAD
581.28
2237
1300695.38
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
-
-
-
APPROACH ROAD
2187.63
81
178685.62
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
-
-
-
APPROACH ROAD
2187.63
18
41214.95
BM (Grade-II) 50mm Thick Using VG30
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 40mm 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
-
-
-
APPROACH ROAD
109.38
8563
936636.25
BC 30mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30mm 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 30mm 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
-
-
-
APPROACH ROAD
65.63
10829
710746.65
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
44168660
-
Add GST at 18%
1
7950359
-
Total Value put to Tender
1
52119019
-
Quoted Percentage
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Contract Value of put to tender as per Estimate
-
-
52119019
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Quoted Rate in Words
-
-
-
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