Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2024
Closing Date18 Dec 2024
Tender Amount₹ 35,14,30,000
Costs
EMD
₹ 17,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Intermediate Lane to Four Lane and Strengthening at km 6/2 - 12/2 of Gummidipoondi-Madarpakkam road including Widening of Minor Bridge at Km
Description
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Contact
Tender Id
2024_HWAY_500482_1Tender No
TN.36/Sl.No.06/TVLR Div/CRIDP 2024-25Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Picking the Existing Bituminous surface upto 50 mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debrids excluding cost of materials including all labour charges for picking and all othe tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
-
-
-
Sub Work ( i - Branching Road Improvement)
787.82
21
17205.99
Providing compaction for embankment /makingup of low berms using the available boxcut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
-
-
-
Main work
12349
26
328730.38
Granular Sub-Base with Close 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom)
-
-
-
Main work
10601
2740
29052994.59
Sub Work ( i - Branching Road Improvement)
194.57
2740
533236.6
Granular Sub-Base with Close 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-III Material (Drainage Layer at Top)
-
-
-
Main work
6425
2834
18210570.25
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm 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
16062
2840
45621862.32
Sub Work ( i - Branching Road Improvement)
560.61
2840
1592334.22
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
-
-
-
Main work
64247
80
5175738.32
Sub Work ( i - Branching Road Improvement)
3660.65
80
294901.96
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 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 perClause 503 of MORTH Rev-5
-
-
-
Main work
64247
18
1183429.74
Sub Work ( i - Branching Road Improvement)
3660.65
18
67429.17
Providing and laying Tack Coat over Existing BT surface using 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
-
-
-
Main work
24536
26
656092.64
Providing, laying75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hotmixplant 20-30ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm 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, 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 505 of MORTH rev-5.
-
-
-
Main work
5783
9676
55960703.08
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 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
942
8836
8323756.92
Sub Work ( i - Branching Road Improvement)
183.03
8836
1617300.67
Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00 9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Pneumatic 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 hydrostatic(more than 5m width) ,Vibratory/Pneumatic 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
3552
11671
41456564.16
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Sub Work ( i - Branching Road Improvement)
109.78
11144
1223430.04
Sub Work: (i) Providing Brancing Road Improvments Km 10/6 - 14/4 of Gummidipoondi-Madarpakkam road
(ii) Reconstruction of Box Culvert at km 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (I) of Gummidipoondi-Madarpakkam road
(iii) Reconstruction of Box Culvert at km 7/10 (iii), 9/2 & 10/2 of Gummidipoondi-Madarpakkam road
(iv) Reconstruction of Box Culvert at km 8/2 of Gummidipoondi-Madarpakkam road
(v) Widening of Box Culvert at km 6/10 of Gummidipoondi-Madarpakkam road
(vi) Widening of Minor Bridge at 8/2 of Gummidipoondi – Madharpakkam Road
vii) Construction of Center Median at Km. 6/200 - 12/200 of of Gummidipoondi-Madarpakkam road
(vii) Providing Road Furniture for km 10/6 - 12/2 of Gummidipoondi-Madarpakkam road
-
-
-
Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. For Plain Cement Concrete as per MORT&H Rev. V specifications No.111,112,202.
-
-
-
Sub Work ( ii - Reconstruction of Box Culvert at 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (i)
95.57
486
46466.13
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
253.01
486
123013.46
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
30.22
486
14692.96
Sub Work ( v- Widening of Box Culvert at 6/10
35.75
486
17381.65
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Box Culvert (Specification No.304.)
-
-
-
Sub Work ( ii - Reconstruction of Box Culvert at 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (i)
2391.96
290
693668.4
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
2276.25
290
660112.5
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
811.79
290
235419.1
Sub Work ( v- Widening of Box Culvert at 6/10
292.65
290
84868.5
Vibrated Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, form work, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Footings of PCC For Culvert & & Wing Wall
-
-
-
Sub Work ( ii - Reconstruction of Box Culvert at 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (i)
170.45
6979
1189570.55
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
92.22
6984
644125.35
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
28.76
6975
200601
Sub Work ( v- Widening of Box Culvert at 6/10
13.65
6966
95085.9
Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
Sub Work ( ii - Reconstruction of Box Culvert at 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (i)
671.87
13134
8824340.58
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
537.16
12213
6560662.75
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
137.01
12289
1683715.89
Sub Work ( v- Widening of Box Culvert at 6/10
57.86
10749
621937.14
Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600
-
-
-
Sub Work ( ii - Reconstruction of Box Culvert at 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (i)
48.36
95610
4623699.6
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
46.95
95610
4488889.5
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
12.42
95610
1187476.2
Sub Work ( v- Widening of Box Culvert at 6/10
3.59
95610
343239.9
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
37
95610
3537570
Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
138.52
12128
1680064.75
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
67.86
12302
834813.72
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc. excluding steel complete for Wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification
-
-
-
Sub Work ( ii - Reconstruction of Box Culvert at 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (i)
446.94
734
328237.21
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
310.94
734
228525.35
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
151.74
734
111392.33
Sub Work ( v- Widening of Box Culvert at 6/10
40.32
733
29570.69
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Wing wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Sub Work ( ii - Reconstruction of Box Culvert at 7/2, 7/4, 7/6, 7/10 (I) (II), 8/4 (I) (II),(III) & 9/2 (i)
690.23
8733
6027778.59
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
117.77
8782
1034322.09
Sub Work ( iv- Reconstruction of Box Culvert at 8/2
1.73
11600
20068
Sub Work ( v- Widening of Box Culvert at 6/10
84.13
9811
825399.43
Dismantling the salvaged and removal of existing Reinforced cement concrete items and collecting the useful materials for re use and directly loading the un wanted surplus materials and conveying to the initial lead of 1 Km and disposing etc complete.
-
-
-
Sub Work ( iii - Reconstruction of Box Culvert at 7/10 (iii), 9/2 & 10/2 )
14
4308
60321.8
Sub Work (iv - Widening of Minor Bridge at Km 8/2 )
46.12
4308
198717.24
Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
1036
447
463506.4
Plain Cement Concrete of grade M10 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
35
6301
220535
Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
814
7996
6508744
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
408
8666
3535728
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
32
12897
412704
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)-
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
303
14025
4249575
Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal 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 specification for PCC PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
6
14015
84090
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing 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 remolded 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 Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
555
734
407425.5
Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per 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 cl 2705 of MORT&H specification. (V Revision)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
10
2498
24981
Providing FILTER MEDIA behind Abutment and Returns 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 of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
68
329
22372
Providing and fixing PVC Expansion joint including cost of sealing coumpound and priming cost clause 2100 of MORT & H Specification
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
85
653
55539
Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)
-
-
-
Sub Work (vi - Widening of Minor Bridge at Km 8/2 )
193
110
21230
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (iv - Widening of Minor Bridge at Km 8/2 )
27.87
18986
529139.82
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB
-
-
-
Sub Work (iv - Widening of Minor Bridge at Km 8/2 )
10.76
7467
80344.92
Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, and hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Sub Work (iv - Widening of Minor Bridge at Km 8/2 )
23.52
10199
239880.48
Filling behind Abutments and return wall 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 CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
Sub Work (iv - Widening of Minor Bridge at Km 8/2 )
103.15
329
33936.35
Plain Cement Concrete (1:2:4)M20 Nominal Mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting , laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION
-
-
-
Sub Work (vii - Center Median 6/200 - 12/200)
189
7693
1453977
Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISSHBG metal from approved quarry, 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 formixing, laying, curing, painting, including all other incidental charges etc.,complete as per drawing and standard specification.
-
-
-
Sub Work (vii - Center Median 6/200 - 12/200)
11442
532
6089317.98
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 for spreading and Filling Inside the median using side pit earth as per SS20B including breaking clods, consolidating and sectioning using excavated earth (Earth filling)
-
-
-
Sub Work (vii - Center Median 6/200 - 12/200)
1614
42
69159.9
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
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Sub Work (viii - Road Furnitures)
4821
890
4290690
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective 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 15 mm, 90 mm and 100 mm 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 diametre. not less than 19 +/- 2mm and height not less than 30+/- 2 mm) 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 MoRT&H specification 804 etc., complete
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-
Sub Work (viii - Road Furnitures)
6270
480
3009600
Hazard Marker Traffic Signs - Type-IV - 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)
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Sub Work (viii - Road Furnitures)
54
4000
216000
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 charges. High intensity Retro Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be coverd 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).Direction and Place Identification Signs - Type-IV Rate per Sqm (for sign having area upto 0.90 Sqm) Type-IV
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Sub Work (viii - Road Furnitures)
17.28
11805
203990.4
Providing and Fixing of Retro - Refletorised Cautionary, Mandatory and Informatory signs (without deflinition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm 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 costand conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 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 MORTH & H Specification No. 801).
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-
Sub Work (viii - Road Furnitures)
90 cm equilateral triangle
18
5126
92268
Sub Work (viii - Road Furnitures)
90 cm octagon
6
8205
49230
Sub Work (viii - Road Furnitures) 60 cm circular
8
4513
36104
Sub Work (viii - Road Furnitures) 60 cm x 45 cm rectangular
128
4316
552448
Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification
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-
Sub Work (viii - Road Furnitures)
2160
470
1015200
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
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-
-
Sub Work (viii - Road Furnitures)
12
2197
26364
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
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-
-
Sub Work (viii - Road Furnitures)
42
574
24135.3
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm 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)
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-
-
Sub Work (viii - Road Furnitures)
14
2400
33600
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.,
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-
Sub Work (viii - Road Furnitures)
60
1220
73213.2
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
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Sub Work (viii - Road Furnitures)
120
6500
780000
Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2012 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m 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 of size 450x450x1100mm 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. The Micro prismatic sheeting should have minimum 70% co-efficient of Retro-reflection values as per table 6.90 of IRC 67-2012. The retro reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m
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-
Sub Work (viii - Road Furnitures)
4
157550
630200
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
297812102
-
Add GST at 18%
1
53606178
-
Total Value put to Tender
1
351418280
-
Quoted value
1
-
-
Final Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
297812102
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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