Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Nov 2024
Closing Date24 Dec 2024
Tender Amount₹ 62,42,50,000
Costs
EMD
₹ 31,32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Formation Of Ring Road To Mannargudi Town At Km.0/0 - 5/610 Connecting Thanjavur
Description
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Contact
Tender Id
2024_HWAY_503588_1Tender No
TN.No 51/2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Collection and supply of Carted Earth for filling including cost and conveyance of material 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 compaction by vibratory soil compactor and all other incidental charges, etc complete for formation of Embankment using CBR of soil not less than 8% (For Formation of Embankment/Sub Grade & making up of berms) with an average lead of 60 km (Payment will be based on level measurements)
-
-
-
Main work Km 0/0 - 5/610
144162
848
122311365.66
Junction Improvement at Km.2/2
683.18
848
579630.41
Junction Improvement at Km.3/8
1537.4
848
1304376.28
Junction Improvement at Km.4/6
105.56
848
89560.27
Junction Improvement at Km.5/6
1056.93
848
896731.12
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.
-
-
-
Junction Improvement at Km.0/2
680.61
21
14864.52
Junction Improvement at Km.2/2
215.18
21
4699.53
Junction Improvement at Km.3/8
151.17
21
3301.55
Junction Improvement at Km.4/6
558.38
21
12195.02
Junction Improvement at Km.5/6
300.16
21
6555.49
Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. for Open Drain Cutting and Box cutting . MORTH No. 111, 112, 301, 305, 900.
-
-
-
Main work Km 0/0 - 5/610
21175
123
2610030.5
Junction Improvement at Km.0/2
138.04
123
17014.81
Junction Improvement at Km.2/2
3.87
123
477.02
Junction Improvement at Km.3/8
4.54
123
559.6
Junction Improvement at Km.4/6
46.96
123
5788.29
Junction Improvement at Km.5/6
48.21
123
5942.36
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900
-
-
-
Main work Km 0/0 - 5/610
12893
2837
36586852.89
Junction Improvement at Km.0/2
565.04
2837
1603430.96
Junction Improvement at Km.2/2
158.26
2837
449099.15
Junction Improvement at Km.3/8
141.09
2837
400375.33
Junction Improvement at Km.4/6
372.5
2837
1057054.43
Junction Improvement at Km.5/6
241.16
2837
684346.97
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900
-
-
-
Main work Km 0/0 - 5/610
7780
2933
22820062.6
Junction Improvement at Km.0/2
353.13
2933
1035790.32
Junction Improvement at Km.2/2
98.9
2933
290090.51
Junction Improvement at Km.3/8
88.18
2933
258646.93
Junction Improvement at Km.4/6
148.47
2933
435487.75
Junction Improvement at Km.5/6
150.71
2933
442058.05
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required thick, 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 0/0 - 5/610
10882
3091
33646817.54
Junction Improvement at Km.0/2
891.29
3091
2755841.94
Junction Improvement at Km.2/2
251.88
3091
778805.4
Junction Improvement at Km.3/8
224.2
3091
693219.67
Junction Improvement at Km.4/6
590.74
3091
1826550.36
Junction Improvement at Km.5/6
383.6
3091
1186079.69
Providing and laying Prime Coat over WMM surface using pressure distributor 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 per Clause 502 of MORTH Rev-5
-
-
-
Main work Km 0/0 - 5/610
43071
82
3540866.91
Junction Improvement at Km.0/2
4121.01
82
338788.23
Junction Improvement at Km.2/2
1292.88
82
106287.66
Junction Improvement at Km.3/8
1139.05
82
93641.3
Junction Improvement at Km.4/6
2809.42
82
230962.42
Junction Improvement at Km.5/6
1895.44
82
155824.12
Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 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-5
-
-
-
Main work Km 0/0 - 5/610
43071
19
820502.55
Junction Improvement at Km.0/2
4121.01
19
78505.24
Junction Improvement at Km.2/2
1292.88
19
24629.36
Junction Improvement at Km.3/8
1139.05
19
21698.9
Junction Improvement at Km.4/6
2809.42
19
53519.45
Junction Improvement at Km.5/6
1895.44
19
36108.13
Providing and laying Tack Coat over Existing BT surface using pressure distributor 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 perClause 503 of MORTH Rev-5
-
-
-
Junction Improvement at Km.0/2
68.16
27
1856.68
Junction Improvement at Km.2/2
36.27
27
987.99
Junction Improvement at Km.3/8
30
27
817.2
Junction Improvement at Km.4/6
69.48
27
1892.64
Junction Improvement at Km.5/6
54.98
27
1497.66
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
-
-
-
Junction Improvement at Km.2/2
68.26
9792
668401.92
Junction Improvement at Km.3/8
60.25
9792
589968
DBM (Grade-I) 80mm Thick using VG30 Providing, laying 80 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 - 13.20mm,0.35 cum of 13.20 - 2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm of 75mm 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 site, spreading the mix to uniform thickness of 80mm with mechanical paver to the specified grades and cross sections and consolidated by 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, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
-
-
-
Main work Km 0/0 - 5/610
3446
10628
36625466.4
Junction Improvement at Km.0/2
335.13
10628
3561895.69
Junction Improvement at Km.4/6
230.33
10628
2448039.37
Junction Improvement at Km.5/6
156.02
10628
1658242.97
BC (Grade-II) 30mm Thick using VG30 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 0/0 - 5/610
1293
12267
15861269.79
Junction Improvement at Km.0/2
125.67
12267
1541597.66
Junction Improvement at Km.2/2
39.87
12267
489086.49
Junction Improvement at Km.3/8
35.07
12267
430204.74
Junction Improvement at Km.4/6
86.37
12267
1059503.38
Junction Improvement at Km.5/6
58.52
12267
717866.6
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.
-
-
-
Junction Improvement at Km.0/2
220.45
534
117753.37
Junction Improvement at Km.4/6
279.42
533
149087.34
Junction Improvement at Km.5/6
152.34
533
81213.98
Refilling with available excavated earth layers, not exceeding limits including watering consolidation, including all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH. (In Between Kerb blocks)
-
-
-
Junction Improvement at Km.0/2
65.99
42
2827.67
Junction Improvement at Km.4/6
58.01
42
2485.73
Junction Improvement at Km.5/6
16.83
42
721.17
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 Carted Earth with compaction for berms with conveyance of 10 Kms Lead.
-
-
-
Junction Improvement at Km.0/2
115.86
306
35501.82
Junction Improvement at Km.2/2
179.35
306
54956.43
Junction Improvement at Km.3/8
340.4
306
104305.37
Junction Improvement at Km.4/6
224.14
306
68680.98
Junction Improvement at Km.5/6
292.32
306
89572.69
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges with power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc.,complete and as directed by the departmental engineers.
-
-
-
Junction Improvement at Km.0/2
138.04
26
3681.53
Junction Improvement at Km.2/2
3.87
26
103.21
Junction Improvement at Km.3/8
4.54
26
121.08
Junction Improvement at Km.4/6
46.96
26
1252.42
Junction Improvement at Km.5/6
48.21
26
1285.76
Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification FOR FOUNDATION OF RETAINING WALL
-
-
-
Junction Improvement at Km.4/6
405
289
117194.85
Cement Concrete of grade M15 (nominal mix ) using 40mm ISS HBG metal with using M.sand including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Levelling course of Retaining wall
-
-
-
Junction Improvement at Km.4/6
45
7011
315517.5
Vibrated Reinforced cement concrete M25 design mix using 20mm graded size ISS graded hard granite crushed stone with using M.sand including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification for Retaining wall Below Sill level
-
-
-
Junction Improvement at Km.4/6
172.34
10530
1814762.6
Vibrated Reinforced cement concrete M25 design mix using 20mm graded size ISS graded hard granite crushed stone with using M.sand including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification for Retaining wall Above Sill level
-
-
-
Junction Improvement at Km.4/6
159.87
13852
2214607.17
Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) 20mm HBG metal with using M.sand including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for pillar
-
-
-
Junction Improvement at Km.4/6
3.65
15734
57430.78
Supply and fabrication of S-500 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods strengthening, cutting, bending,tying grills, including overlaping to the required length wherever 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, S-500 grade
-
-
-
Junction Improvement at Km.4/6
16.8
95609
1606235.74
Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., complete as per drain the backfill -1 No.
-
-
-
Junction Improvement at Km.4/6
6.28
192
1208.9
Refilling/spreading with available Excavated Earth for filling in layers, not exceeding limits including all labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 for Behind retaining wall
-
-
-
Junction Improvement at Km.4/6
493.73
42
21156.33
High Level Bridge across pamini River
-
-
-
Earth work excavation in all classes of soils except hard rock not 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,wallingand forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.
-
-
-
Construction of High Level Bridge at Km.4/6
1966
123
242329.16
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank,with all leads and lifts as per SS 20B, Including cost of all labour, equipments and all providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their other incidental charges such as bailing out water, subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling,and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for PILE CAPS UNDER ABUTMENTS AND PIERS as per section 300 of MORT&H Specifications (Fifth Revision) (including 600 mm from the face of footing as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992.)
-
-
-
Construction of High Level Bridge at Km.4/6
1150
448
515200
Providing reinforced cement concrete cast-in-situ bored piles of 1200mm diameter in RCC using M35 (Design mix) using 20 mm graded ISS HBG metal with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100 & 1700 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
693
19720
13665960
Cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal using M sand including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
35
7047
246645
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm graded ISS metal and using M Sand including cost and conveyance of all materials to site excluding cost and fabrication of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete, as per relevant standard specification, for PILECAPS UNDER ABUTMENTS, RETURNS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
826
10446
8628396
Vibrated reinforced cement concrete M35 (Design mix) using 20 mm graded ISS HBG metal and using M sand including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURNS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
209
12236
2557324
Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm graded ISS metal and using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
45
14911
670995
Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm graded ISS metal and using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for CIRCULAR PIERS of 1200 mm dia as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
19
17167
326173
Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm graded ISS metal,and using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges, etc., Complete for PIER CAP OVER TWIN PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
95
13887
1319265
Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm graded ISS metal and using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
5
14023
70115
Supplying and fixing of Elastomeric bearing of size 60x45x8cm as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORT&H Specifications (VRevision) and IRC:83-2015(Part-II).
-
-
-
Construction of High Level Bridge at Km.4/6
432000
1
764640
Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm graded ISS metal,and using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges, etc., Complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500,1700 &2300 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
689
18462
12720318
Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm graded ISS metal and using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges,including inspection chamber etc., complete for DECK SLAB AND SAFETY KERB, MEDIAN, AND KERB BELOW CRASH BARRIER as per section 1500, 1700 and 2300 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
614
14433
8861862
Vibrated reinforced Cement Concrete M40 (Design mix) using 20 mm graded ISS metal, and using M Sand including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing ,transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER as per section 811,1700 &2703.3 of MORT&H Specifications(V Revision)
-
-
-
Construction of High Level Bridge at Km.4/6
70
18555
1298850
Providing and fixing of G.I. Drainage spouts 100mm dia asper GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,.complete as per section 2705 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
40
2498
99924
Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal ,using M Sand including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500, 1700 & 2704 of MORT&H Specifications (V Revision)
-
-
-
Construction of High Level Bridge at Km.4/6
22
7369
162118
Vibrated reinforced Cement Concrete M30 (Design mix) using 20 mm graded ISS metal, and using M Sand including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including labour charges for mixing , and Plants, including all other incidental charges, etc., complete For APPROACH SLABS as per section 1500,1700 &2704 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
39
9968
388752
Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm graded ISS HBG metal,and using M sand including cost and conveyance of all materials to work site including cement at site, but excluding cost and fabrication of steel but including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing, with all leads for soft water, including all other incidental charges form work, Complete for SAFETY KERB RAMP as per MORT&H-REV- 5)
-
-
-
Construction of High Level Bridge at Km.4/6
6
10466
62796
Vibrated Reinforced cement concrete M30 (Design mix) 75mm thick using 20mm graded ISS HBG metal with M sand including cost and conveyance of all materials to work site including cement at site excluding cost and fabrication of reinforcement steel but including all labour charges for mixing concrete , laying, hire charges for tools and plants, compacting , curing with all leads for soft water, including all other incidental charges form work , cost of premoulded expansion joints and fixing the same in position etc.,complete for WEARING COAT OVER DECK SLAB AND OVER APPROACH SLABas per section 2702.2 of MORT&H-REV- 5)
-
-
-
Construction of High Level Bridge at Km.4/6
1847
736
1360869.6
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works _ V th Revision:2013 published by Ministry of Surface Transport(Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of all materials , cost of testing as per the MORT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
117
13981
1635777
Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per section 2706 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
206
192
39655
Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-rev-5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.
-
-
-
Construction of High Level Bridge at Km.4/6
152
2028
308256
Filling behind Abutments and returns with clean gritty free draining gravel including cost and draining gravel having Pie value more than 40 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 and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.
-
-
-
Construction of High Level Bridge at Km.4/6
494
936
462384
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 1600 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
358
95610
34228380
Supply and fabrication of Fe-250 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and providing to the reinforcement, 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 1600 of MORT&H Specifications (V Revision).
-
-
-
Construction of High Level Bridge at Km.4/6
12
95610
1147320
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.
-
-
-
Construction of High Level Bridge at Km.4/6
468
419
196419.6
Minor Bridge at km 4/475 and 4/675
-
-
-
Earth work excavation in all classes of soils except hard rock not 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 wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.
-
-
-
Construction of Minor Bridge at Km.4/6
224.66
123
27691.59
Construction of Minor Bridge at Km.4/8
233.15
123
28738.07
Earth work Excavation in all classes of soils except hard rock not 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 as per standard specification for Foundation of Abutments, wings
-
-
-
Construction of Minor Bridge at Km.4/6
771.77
447
345289.9
Construction of Minor Bridge at Km.4/8
898.93
447
402181.28
Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal and using M Sand including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments, wings
-
-
-
Construction of Minor Bridge at Km.4/6
24.9
7089
176516.1
Construction of Minor Bridge at Km.4/8
29
7089
205581
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal and using M Sand including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, woriking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Footing of Abutments, Returns below sill.
-
-
-
Construction of Minor Bridge at Km.4/6
561.04
7773
4360963.92
Construction of Minor Bridge at Km.4/8
638.13
7723
4928277.99
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal and using M Sand including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Substructure of Abutments, Return walls Above sill.
-
-
-
Construction of Minor Bridge at Km.4/6
169.84
9094
1544524.96
Construction of Minor Bridge at Km.4/8
295.91
8943
2646323.13
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS HBG metal using 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 Bed block cum Dirtwall
-
-
-
Construction of Minor Bridge at Km.4/6
9.34
12095
112967.3
Construction of Minor Bridge at Km.4/8
9.96
12175
121263
Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)
-
-
-
Construction of Minor Bridge at Km.4/6
96
192
18480
Construction of Minor Bridge at Km.4/8
185.6
192
35728
Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
-
-
-
Construction of Minor Bridge at Km.4/6
18.42
110
2026.2
Construction of Minor Bridge at Km.4/8
18.98
110
2087.8
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal and using 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 Deck slab.
-
-
-
Construction of Minor Bridge at Km.4/6
113.11
12664
1432425.04
Construction of Minor Bridge at Km.4/8
99.83
13473
1345009.59
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal and using 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 Median
-
-
-
Construction of Minor Bridge at Km.4/6
5.41
11692
63253.72
Construction of Minor Bridge at Km.4/8
5.69
11708
66618.52
Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.
-
-
-
Construction of Minor Bridge at Km.4/6
74.82
2028
151734.96
Construction of Minor Bridge at Km.4/8
111.78
2028
226689.84
Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pie value more than 40, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.
-
-
-
Construction of Minor Bridge at Km.4/6
169.17
936
158343.12
Construction of Minor Bridge at Km.4/8
275.34
936
257718.24
Supplying and fixing of PVC expansion joint in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including pad and joint sealent etc., complete as per section 2600 of MORTH specifications (Rev - V)
-
-
-
Construction of Minor Bridge at Km.4/6
41.41
653
27057.29
Construction of Minor Bridge at Km.4/8
42.65
653
27867.51
Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. Complying with standard specification MoRT&H Vth Rev
-
-
-
Construction of Minor Bridge at Km.4/6
16.38
95610
1565613.75
Construction of Minor Bridge at Km.4/8
17.26
95610
1649941.77
Vibrated cement concrete M15 (Nominal mix) 1:2:4 using 40mm ISS size hard broken granite metal and M Sand including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB
-
-
-
Construction of Minor Bridge at Km.4/6
20.21
7581
153212.01
Construction of Minor Bridge at Km.4/8
23.79
7483
178020.57
Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size using M sand including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB.
-
-
-
Construction of Minor Bridge at Km.4/6
51.79
10154
525875.66
Construction of Minor Bridge at Km.4/8
45.6
10465
477204
Vibrated Reinforced cement concrete M30 Grade (Design mix) using 20mm and below graded ISS size HBG metal with using M.sand including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position excluding cost and fabrication of steel reinforcement but including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB
-
-
-
Construction of Minor Bridge at Km.4/6
244.25
736
179963.4
Construction of Minor Bridge at Km.4/8
237.23
736
174791.06
Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below ISS hard broken granite metal and using 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 Crash Barrier.
-
-
-
Construction of Minor Bridge at Km.4/6
4.56
19640
89558.4
Construction of Minor Bridge at Km.4/8
5.01
19352
96953.52
Vibrated cement concrete M20 grade (Nominal mix) using 40mm ISS size hard broken granite metal using M Sand including cost and conveyance of all materials to site and cement at site 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 as per standard specifications for Parapets over wings
-
-
-
Construction of Minor Bridge at Km.4/6
6.07
12999
78903.93
Construction of Minor Bridge at Km.4/8
6.07
14101
85593.07
Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/103 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.
-
-
-
Construction of Minor Bridge at Km.4/6
4
2498
9992.4
Construction of Minor Bridge at Km.4/8
4
2498
9992.4
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 Safety Kerb.
-
-
-
Construction of Minor Bridge at Km.4/6
60.12
419
25232.36
Construction of Minor Bridge at Km.4/8
63.26
419
26550.22
Box Culvert
-
-
-
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.
-
-
-
Construction of Box culvert at Km.0/2 (i) (1.50m x 2.00m)
55.62
289
16094.76
Construction of Box culvert at Km.0/2 (ii) (1.50m x 2.00m)
47.7
289
13802.95
Construction of Box culvert at Km.0/4 (i), 0/6 (ii), 0/8 (i) (1.50m x 2.00m)
140.13
289
40549.42
Construction of Box culvert at Km.0/4 (ii), 0/6 (i) (2.00m x 2.00m)
105.38
289
30493.81
Construction of Box culvert at Km.0/8 (ii) 2 Cell of (2.00m x 3.00m)
104.08
289
30117.63
Construction of Box culvert at Km.0/10 (i) (ii) (iii) (1.50m x 2.00m)
140.13
289
40549.42
Construction of Box culvert at Km.1/2 (i) (ii) (iii) (1.50m x 2.00m)
140.13
289
40549.42
Construction of Box culvert at Km.1/4 (i) (ii) (1.50m x 2.00m)
93.42
289
27032.95
Construction of Box culvert at Km.1/6 (i) (ii) (2.00m x 2.00m)
105.38
289
30493.81
Construction of Box culvert at Km.1/8 (2.00m x 3.00m)
74.27
289
21491.51
Construction of Box culvert at Km.1/10 (i) 2 Cell of (2.00m x 2.00m)
75.37
289
21809.82
Construction of Box culvert at Km.1/10 (ii) 2 Cell of (2.00m x 3.00m)
104.08
289
30117.63
Construction of Box culvert at Km.2/2 2 Cell of (3.00m x 3.00m)
121.09
289
35039.81
Construction of Box culvert at Km.2/4 (i) (1.50m x 1.50m)
45.5
289
13166.34
Construction of Box culvert at Km.2/4 (ii), 2/6 2 Cell of (2.00m x 2.00m)
150.74
289
43619.63
Construction of Box culvert at Km.2/8 (i) (ii) (iii) (1.50m x 2.00m)
140.13
289
40549.42
Construction of Box culvert at Km.2/10 (1.50m x 2.00m)
46.71
289
13516.47
Construction of Box culvert at Km.3/2 (i) (ii), 3/4 (i) (1.50m x 2.00m)
140.13
289
40549.42
Construction of Box culvert at Km.3/4 (ii), 3/8 (2.00m x 2.00m)
105.38
289
30493.81
Construction of Box culvert at Km.3/10 (1.50m x 2.00m)
46.71
289
13516.47
Construction of Box culvert at Km.4/2 (i) 2 Cell of (3.00m x 3.00m)
121.09
289
35039.81
Construction of Box culvert at Km.4/2 (ii), 4/10 (1.50m x 2.00m)
93.42
289
27032.95
Construction of Box culvert at Km.4/4 2 cell (3.00m x 3.00m)
121.43
289
35138.2
Construction of Box culvert at Km.5/2, 5/4 (ii), 5/6 (i) (1.50m x 2.00m)
140.13
289
40549.42
Construction of Box culvert at Km.5/4 (i) (2.00m x 3.00m)
74.27
289
21491.51
Construction of Box culvert at Km.5/6 (ii) (1.50m x 2.00m)
55.62
289
16094.76
Plain Cement Concrete of grade M15 (Nominal Mix) 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Construction of Box culvert at Km.0/2 (i)
11.35
7023
79719.9
Construction of Box culvert at Km.0/2 (ii)
7.39
7023
51905.73
Construction of Box culvert at Km.0/4 (i), 0/6 (ii), 0/8 (i)
20.7
7029
145519.14
Construction of Box culvert at Km.0/4 (ii), 0/6 (i)
15.82
7029
111213.18
Construction of Box culvert at Km.0/8 (ii)
12.25
7029
86116.4
Construction of Box culvert at Km.0/10 (i) (ii) (iii)
20.7
7029
145519.14
Construction of Box culvert at Km.1/2 (i) (ii) (iii)
20.7
7032
145582.69
Construction of Box culvert at Km.1/4 (i) (ii)
13.8
7039
97139.86
Construction of Box culvert at Km.1/6 (i) (ii)
15.82
7039
111358.88
Construction of Box culvert at Km.1/8
11.42
7039
80386.75
Construction of Box culvert at Km.1/10 (i)
12.14
7039
85454.92
Construction of Box culvert at Km.1/10 (ii)
12.25
7039
86229.22
Construction of Box culvert at Km.2/2
16.56
7029
116415.31
Construction of Box culvert at Km.2/4 (i)
6.28
7029
44147.83
Construction of Box culvert at Km.2/4 (ii), 2/6
24.28
7029
170686.21
Construction of Box culvert at Km.2/8 (i) (ii) (iii)
20.7
7029
145519.14
Construction of Box culvert at Km.2/10
6.9
7029
48506.38
Construction of Box culvert at Km.3/2 (i) (ii), 3/4 (i)
20.7
7020
145328.7
Construction of Box culvert at Km.3/4 (ii), 3/8
15.82
7020
111067.63
Construction of Box culvert at Km.3/10
6.9
7020
48442.9
Construction of Box culvert at Km.4/2 (i)
16.56
7011
116110.44
Construction of Box culvert at Km.4/2 (ii), 4/10
13.8
7011
96758.7
Construction of Box culvert at Km.4/4
18.45
7011
129362.18
Construction of Box culvert at Km.5/2, 5/4 (ii), 5/6 (i)
20.7
7002
144947.4
Construction of Box culvert at Km.5/4 (i)
11.42
7002
79966.15
Construction of Box culvert at Km.5/6 (ii)
11.35
7002
79475.99
Vibrated Cement Concrete M20 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 foundation of wing wall
-
-
-
Construction of Box culvert at Km.0/2 (i)
3.11
7136
22193.52
Construction of Box culvert at Km.0/2 (ii)
3.11
7136
22193.52
Construction of Box culvert at Km.0/4 (i), 0/6 (ii), 0/8 (i)
9.33
7142
66637.85
Construction of Box culvert at Km.0/4 (ii), 0/6 (i)
6.22
7142
44425.23
Construction of Box culvert at Km.0/8 (ii)
7.02
7142
50139.09
Construction of Box culvert at Km.0/10 (i) (ii) (iii)
9.33
7142
66637.85
Construction of Box culvert at Km.1/2 (i) (ii) (iii)
9.33
7145
66666.4
Construction of Box culvert at Km.1/4 (i) (ii)
6.22
7151
44482.45
Construction of Box culvert at Km.1/6 (i) (ii)
6.22
7151
44482.45
Construction of Box culvert at Km.1/8
4.02
7151
28749.11
Construction of Box culvert at Km.1/10 (i)
4.01
7151
28677.6
Construction of Box culvert at Km.1/10 (ii)
7.02
7151
50203.67
Construction of Box culvert at Km.2/2
7.02
7142
50139.09
Construction of Box culvert at Km.2/4 (i)
3.23
7142
23069.69
Construction of Box culvert at Km.2/4 (ii), 2/6
8.02
7142
57281.41
Construction of Box culvert at Km.2/8 (i) (ii) (iii)
9.33
7142
66637.85
Construction of Box culvert at Km.2/10
3.11
7142
22212.62
Construction of Box culvert at Km.3/2 (i) (ii), 3/4 (i)
9.33
7133
66551.92
Construction of Box culvert at Km.3/4 (ii), 3/8
6.22
7133
44367.94
Construction of Box culvert at Km.3/10
3.11
7133
22183.97
Construction of Box culvert at Km.4/2 (i)
7.02
7123
50009.78
Construction of Box culvert at Km.4/2 (ii), 4/10
6.22
7123
44310.66
Construction of Box culvert at Km.4/4
7.02
7123
50009.78
Construction of Box culvert at Km.5/2, 5/4 (ii), 5/6 (i)
9.33
7114
66380.06
Construction of Box culvert at Km.5/4 (i)
4.02
7114
28601.05
Construction of Box culvert at Km.5/6 (ii)
3.11
7114
22126.69
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert
-
-
-
Construction of Box culvert at Km.0/2 (i)
67.72
13797
934392.43
Construction of Box culvert at Km.0/2 (ii)
44.2
13748
607705.36
Construction of Box culvert at Km.0/4 (i), 0/6 (ii), 0/8 (i)
123.9
13747
1703338.79
Construction of Box culvert at Km.0/4 (ii), 0/6 (i)
101.26
13241
1340865.68
Construction of Box culvert at Km.0/8 (ii)
109.02
13030
1420565.49
Construction of Box culvert at Km.0/10 (i) (ii) (iii)
123.9
13747
1703338.79
Construction of Box culvert at Km.1/2 (i) (ii) (iii)
123.9
13750
1703719.16
Construction of Box culvert at Km.1/4 (i) (ii)
82.6
13756
1136319.11
Construction of Box culvert at Km.1/6 (i) (ii)
101.26
13251
1341797.27
Construction of Box culvert at Km.1/8
76.27
12894
983500.12
Construction of Box culvert at Km.1/10 (i)
91.18
12738
1161520.14
Construction of Box culvert at Km.1/10 (ii)
109.02
13039
1421568.47
Construction of Box culvert at Km.2/2
146.24
12996
1900580.37
Construction of Box culvert at Km.2/4 (i)
31.48
14005
440906.99
Construction of Box culvert at Km.2/4 (ii), 2/6
182.36
12729
2321362.56
Construction of Box culvert at Km.2/8 (i) (ii) (iii)
123.9
13747
1703338.79
Construction of Box culvert at Km.2/10
41.3
13747
567779.6
Construction of Box culvert at Km.3/2 (i) (ii), 3/4 (i)
123.9
13738
1702197.67
Construction of Box culvert at Km.3/4 (ii), 3/8
101.26
13232
1339933.08
Construction of Box culvert at Km.3/10
41.3
13738
567399.22
Construction of Box culvert at Km.4/2 (i)
146.24
12977
1897886.63
Construction of Box culvert at Km.4/2 (ii), 4/10
82.6
13729
1134037.7
Construction of Box culvert at Km.4/4
165.37
12997
2149317.2
Construction of Box culvert at Km.5/2, 5/4 (ii), 5/6 (i)
123.9
13720
1699916.67
Construction of Box culvert at Km.5/4 (i)
76.27
12858
980691.86
Construction of Box culvert at Km.5/6 (ii)
67.72
13776
932937.81
Supply and fabrication of (HYSD) Steel Grade Fe 500 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
-
-
-
Construction of Box culvert at Km.0/2 (i)
6.58
95609
628822.17
Construction of Box culvert at Km.0/2 (ii)
4.23
95609
404809.65
Construction of Box culvert at Km.0/4 (i), 0/6 (ii), 0/8 (i)
11.82
95609
1130388.4
Construction of Box culvert at Km.0/4 (ii), 0/6 (i)
7.12
95609
680929.22
Construction of Box culvert at Km.0/8 (ii)
7.97
95609
762005.88
Construction of Box culvert at Km.0/10 (i) (ii) (iii)
11.82
95609
1130388.4
Construction of Box culvert at Km.1/2 (i) (ii) (iii)
11.82
95609
1130388.4
Construction of Box culvert at Km.1/4 (i) (ii)
7.88
95609
753592.27
Construction of Box culvert at Km.1/6 (i) (ii)
7.12
95609
680929.22
Construction of Box culvert at Km.1/8
5.94
95609
568301.5
Construction of Box culvert at Km.1/10 (i)
6.08
95609
580826.32
Construction of Box culvert at Km.1/10 (ii)
7.97
95609
762005.88
Construction of Box culvert at Km.2/2
10.56
95609
1009155.84
Construction of Box culvert at Km.2/4 (i)
2.42
95609
231278.82
Construction of Box culvert at Km.2/4 (ii), 2/6
12.15
95609
1161652.63
Construction of Box culvert at Km.2/8 (i) (ii) (iii)
11.82
95609
1130388.4
Construction of Box culvert at Km.2/10
3.94
95609
376796.13
Construction of Box culvert at Km.3/2 (i) (ii), 3/4 (i)
11.82
95609
1130388.4
Construction of Box culvert at Km.3/4 (ii), 3/8
7.12
95609
680929.22
Construction of Box culvert at Km.3/10
3.94
95609
376796.13
Construction of Box culvert at Km.4/2 (i)
10.56
95609
1009155.84
Construction of Box culvert at Km.4/2 (ii), 4/10
7.88
95609
753592.27
Construction of Box culvert at Km.4/4
12.08
95609
1154481.94
Construction of Box culvert at Km.5/2, 5/4 (ii), 5/6 (i)
11.82
95609
1130388.4
Construction of Box culvert at Km.5/4 (i)
5.94
95609
568301.5
Construction of Box culvert at Km.5/6 (ii)
6.58
95609
628822.17
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm and below graded 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
-
-
-
Construction of Box culvert at Km.0/2 (i)
44.31
737
32688.37
Construction of Box culvert at Km.0/2 (ii)
27.51
737
20294.68
Construction of Box culvert at Km.0/4 (i), 0/6 (ii), 0/8 (i)
76.23
738
56271.46
Construction of Box culvert at Km.0/4 (ii), 0/6 (i)
62.92
738
46446.29
Construction of Box culvert at Km.0/8 (ii)
61.71
738
45553.09
Construction of Box culvert at Km.0/10 (i) (ii) (iii)
76.23
738
56271.46
Construction of Box culvert at Km.1/2 (i) (ii) (iii)
76.23
738
56288.99
Construction of Box culvert at Km.1/4 (i) (ii)
50.82
738
37549.37
Construction of Box culvert at Km.1/6 (i) (ii)
62.92
738
46489.7
Construction of Box culvert at Km.1/8
32.67
738
24138.88
Construction of Box culvert at Km.1/10 (i)
60.98
738
45056.29
Construction of Box culvert at Km.1/10 (ii)
61.71
738
45595.67
Construction of Box culvert at Km.2/2
87
738
64221.66
Construction of Box culvert at Km.2/4 (i)
24.2
738
17863.96
Construction of Box culvert at Km.2/4 (ii), 2/6
121.96
738
90028.43
Construction of Box culvert at Km.2/8 (i) (ii) (iii)
76.23
738
56271.46
Construction of Box culvert at Km.2/10
25.41
738
18757.15
Construction of Box culvert at Km.3/2 (i) (ii), 3/4 (i)
76.23
737
56218.86
Construction of Box culvert at Km.3/4 (ii), 3/8
62.92
737
46402.87
Construction of Box culvert at Km.3/10
25.41
737
18739.62
Construction of Box culvert at Km.4/2 (i)
87
736
64101.6
Construction of Box culvert at Km.4/2 (ii), 4/10
50.82
736
37444.18
Construction of Box culvert at Km.4/4
97.41
736
71771.69
Construction of Box culvert at Km.5/2, 5/4 (ii), 5/6 (i)
76.23
736
56113.67
Construction of Box culvert at Km.5/4 (i)
32.67
736
24048.71
Construction of Box culvert at Km.5/6 (ii)
44.31
736
32617.03
Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal and using 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 - Wing wall and Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Construction of Box culvert at Km.0/2 (i)
45.76
9240
422827.43
Construction of Box culvert at Km.0/2 (ii)
45.76
9240
422827.43
Construction of Box culvert at Km.0/4 (i), 0/6 (ii), 0/8 (i)
137.28
9246
1269325.2
Construction of Box culvert at Km.0/4 (ii), 0/6 (i)
93.36
9249
863564.13
Construction of Box culvert at Km.0/8 (ii)
125.39
8818
1105791.84
Construction of Box culvert at Km.0/10 (i) (ii) (iii)
137.28
9246
1269325.2
Construction of Box culvert at Km.1/2 (i) (ii) (iii)
137.28
9249
1269745.28
Construction of Box culvert at Km.1/4 (i) (ii)
91.52
9255
847058.78
Construction of Box culvert at Km.1/6 (i) (ii)
93.36
9259
864423.04
Construction of Box culvert at Km.1/8
88.3
8951
790410.39
Construction of Box culvert at Km.1/10 (i)
30.56
10990
335860.51
Construction of Box culvert at Km.1/10 (ii)
125.39
8828
1106945.43
Construction of Box culvert at Km.2/2
128.25
8834
1132964.35
Construction of Box culvert at Km.2/4 (i)
38.83
9273
360108.26
Construction of Box culvert at Km.2/4 (ii), 2/6
61.12
10981
671158.72
Construction of Box culvert at Km.2/8 (i) (ii) (iii)
137.28
9246
1269325.2
Construction of Box culvert at Km.2/10
45.76
9246
423108.4
Construction of Box culvert at Km.3/2 (i) (ii), 3/4 (i)
137.28
9237
1268060.85
Construction of Box culvert at Km.3/4 (ii), 3/8
93.36
9240
862704.28
Construction of Box culvert at Km.3/10
45.76
9237
422686.95
Construction of Box culvert at Km.4/2 (i)
128.25
8815
1130601.98
Construction of Box culvert at Km.4/2 (ii), 4/10
91.52
9227
844531
Construction of Box culvert at Km.4/4
125.39
8800
1103482.16
Construction of Box culvert at Km.5/2, 5/4 (ii), 5/6 (i)
137.28
9218
1265532.15
Construction of Box culvert at Km.5/4 (i)
88.3
8914
787158.3
Construction of Box culvert at Km.5/6 (ii)
45.76
9218
421844.05
Rivertment
-
-
-
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 Toe wall
-
-
-
Construction of Revertment at Km 0/10
38.87
289
11247.81
Plain Cement Concrete of grade M15 (Nominal Mix) 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Construction of Revertment at Km 0/10
5.07
7029
35641.64
Vibrated Cement Concrete M20 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 Toe wall
-
-
-
Construction of Revertment at Km 0/10
23.4
7142
167130.29
Gravel packing for revetment in layers not exceeding 15cm thick including stacking for premeasurement, cost of gravel at site of work, watering, mixing with water so as to form into stiff plastic balls, laying and finishing, consolidationand trimming the top surface so as to receive the C.C. Blocks etc, complete as directed by the engineer in charge of works and as per the technical specifications.
-
-
-
Construction of Revertment at Km 0/10
35.72
1625
58046.79
Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 using 20mm ISS size HBG metal and using M.sand and fixing them in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the blows to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete. complying with standard specification.
-
-
-
Construction of Revertment at Km 0/10
238.16
2572
612719
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.
-
-
-
Along Ring road I.A
799.8
534
427093.2
Refilling with available excavated earth layers, not exceeding limits including watering consolidation, including all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH. (In Between Kerb blocks)
-
-
-
Along Ring road I.A
147.65
42
6326.8
KM, HM, Guide post and Avenues
-
-
-
Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
Along Ring road I.A
5
2197
10985
Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
Along Ring road I.A
23
574
13216.95
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 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 materials to worksite etc., complete.,
-
-
-
Along Ring road I.A
280
1220
341661.6
Tree Plantation including pit excavation, Cost and supply of plants with a growth of 6 feet height and above (the pit size, variety of plants are as directed by the engineer in charge) fertiliser, fencing guard all labour charges watering for one year Period. (Payment based on survival plants)
-
-
-
Along Ring road I.A
1800
1500
2700000
Road Furniture's
-
-
-
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
-
-
-
Km 0/0 - 5/610
6174.16
890
5495002.4
Road Markers / Road Stud with Lens Reflector. 2.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
-
-
-
Km 0/0 - 5/610
3563
480
1710240
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)
-
-
-
Km 0/0 - 5/610 (90 cm equilateral Triangle)
41
5126
210166
Km 0/0 - 5/610 (60 cm circular)
41
4513
185033
Km 0/0 - 5/610 (90 cm octagon)
11
8205
90255
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 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) for sign having more than 0.90sqm Type 1V
-
-
-
Km 0/0 - 5/610
19.44
11805
229489.2
Supplying and installation of delineators (Road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at atrernatively black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC -79 etc., complete (as per MORT&H specification No.806)
-
-
-
Km 0/0 - 5/610
280
2400
672000
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 rectangular)
-
-
-
Km 0/0 - 5/610
100
4000
400000
Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m 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 700 mm 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 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge.
-
-
-
Km 0/0 - 5/610
260
4696
1220960
Providing and erecting of Retro - Reflectorised 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. lOm 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 concrète 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) (60cm x 60 cm Square Chevron)
-
-
-
Km 0/0 - 5/610
60
5184
311040
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 15cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI Specifications as per ASTM D 4956. Area of Reflective sheeting should not be less than 70cm 2. Edge of retro reflective shall be concealed using a grill/ mesh / similar mechanism to prevent vandalism and sheeting pilferage. the Logo of the manufacture shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
-
-
-
Km 0/0 - 5/610
334
470
156980
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 f 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 tructural 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.
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Km 0/0 - 5/610
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540490
540490
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
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529009699
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Add GST at 18%
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95221746
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Total Value put to Tender
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624231445
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Quoted Percentage
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Quoted Value
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Add GST at 18% of Final Quoted Value
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Total Value of Contract Including 18% of GST
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Contract Value of put to tender as per Estimate
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529009699
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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Quoted Rate in Words
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