Highways Department Tender
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Highways Department Tender
Road Construction
Eprocure
Opening Date9 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 24,29,00,000
Costs
EMD
₹ 12,25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Ml To Fl And Streng At Km 7.0 To 12.2 Of Coimbatore Siruvani Road Including Widening Of Culverts Widening Of Minor Bridges
Description
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Contact
Tender Id
2024_HWAY_499699_1Tender No
076-2024-25 CMRDPTender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Granular Sub-Base with Close Graded Material (Table:- 400-1)
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) (Morth No. 111, 112, 401, 900)
4757
2011
9566517.28
Granular Sub-Base with Close Graded Material (Table:- 400-1)
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) (Morth No. 111, 112, 401, 900)
3191
2100
6704259.09
WET MIX MACADAM 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 (Morth No. 111, 112, 406, 900)
16051
2276
36540583.03
Prime Coat Over WBM/ WMM Surface
Prime Coat Over WBM/ WMM Surface 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 perClause 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 502, 900)
75038
81
6080329.14
Tack Coat Over Primed Surface
Tack Coat Over Primed Surface 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 (Morth No. 111, 112, 501, 503, 900)
75038
18
1394956.42
DBM (Grade-I) 75mm Thick Using VG40 Bitumen
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm 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 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. (Morth No. 111, 112, 505, 900)
6754
9817
66304828.48
BC 40mm Thick (Grade-II) Using VG40
Bitumen Providing and laying Bituminous Concrete to 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 Roller 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 (Morth No. 111, 112, 501, 507, 900)
3002
11396
34211032.16
Widening of Minor Bridge at Km 9/6 of Coimbatore - Siruvani Road.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC). (Morth No. 111, 112, 202)
7.62
486
3704.84
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC). (Morth No. 111, 112, 202)
8.07
4308
34771.21
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) Depth 0m to 2m. (Morth No. 111, 112, 301, 305)
335.32
448
150223.36
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) Depth 2m to 3m. (Morth No. 111, 112, 301, 305)
100.59
568
57135.12
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE.Under footing. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
16.76
6286
105353.36
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 FOOTINGS OF ABUTMENT AND RETURN WALLS. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
320.05
7297
2335404.85
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
73.25
8648
633466
Vibrated Reinforced Cement Concrete [Design Mix] M30 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for dirt wall cum bed block over abutments and bed block over piers. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900)
9.86
13559
133691.74
Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. (Morth No. 2600)
12.46
110
1370.6
Vibrated Reinforced Cement Concrete M30 (Design Mix) using crushed ISS size HBG graded metal of 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 for formwork and centering, labour charges for compacting, finishing and curing including all incidental charges etc., completed for DECK SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
40.94
15000
614100
Vibrated Reinforced Cement concrete M40 grade (Design mix) Using ISS size hard granite metal broken graded metal including cost and conveyance of all materials to site 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 RCC CRASH BARRIERS OVER DECK. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
5.41
18303
99019.23
Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm 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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
5.46
13864
75697.44
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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
8.22
7201
59192.22
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. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
18.69
9661
180564.09
Supply and fabrication of STEEL grade Fe500-D with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
8.66
95610
827504.55
Supply and fabrication of Fe-240 steel with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
1.15
95610
109760.28
Vibrated Reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site 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 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
147.88
682
100913.31
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. (Morth No. 2705, 900)
6
2498
14988.6
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. (Morth No. 1000, 1100, 1600)
37.53
1469
55131.57
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete (Morth No. 2600, 900)
28
653
18295.2
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. (Morth No. 304, 900)
71.69
343
24589.67
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., complete (Morth No. 2706, 900)
44
192
8470
Painting two coats with Ready mix Exterior Emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface. (Morth No. 100, 200)
79.17
256
20275.44
Widening of Minor Bridge at Km 10/6 (i) of Coimbatore - Siruvani Road.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC). (Morth No. 111, 112, 202)
7.41
486
3602.74
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC). (Morth No. 111, 112, 202)
5.83
4308
25119.72
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) Depth 0m to 2m. (Morth No. 111, 112, 301, 305)
349.34
448
156504.32
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) Depth 2m to 3m. (Morth No. 111, 112, 301, 305)
104.78
568
59515.04
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE.Under footing. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
17.46
6298
109963.08
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 FOOTINGS OF ABUTMENT AND RETURN WALLS. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
333.4
7257
2419483.8
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
107.18
8723
934931.14
Vibrated Reinforced Cement Concrete [Design Mix] M30 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for dirt wall cum bed block over abutments and bed block over piers. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900)
8.26
13498
111493.48
Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. (Morth No. 2600)
16.18
110
1779.8
Vibrated Reinforced Cement Concrete M30 (Design Mix) using crushed ISS size HBG graded metal of 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 for formwork and centering, labour charges for compacting, finishing and curing including all incidental charges etc., completed for DECK SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
68.88
13170
907149.6
Vibrated Reinforced Cement concrete M40 grade (Design mix) Using ISS size hard granite metal broken graded metal including cost and conveyance of all materials to site 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 RCC CRASH BARRIERS OVER DECK. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
8.86
18209
161331.74
Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm 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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
5.46
14149
77253.54
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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
7.88
6829
53812.52
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. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
17.22
9584
165036.48
Supply and fabrication of STEEL grade Fe500-D with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
8.49
95610
811537.68
Supply and fabrication of Fe-240 steel with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
1.31
95610
125057.88
Vibrated reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site 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 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
185.32
683
126629.16
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. (Morth No. 2705, 900)
4
2498
9992.4
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. (Morth No. 1000, 1100, 1600)
39.41
1478
58247.98
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete (Morth No. 2600, 900)
8.84
653
5776.06
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. (Morth No. 304, 900)
85.49
356
30434.44
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., complete (Morth No. 2706, 900)
81.76
192
15738.8
Painting two coats with Ready mix Exterior Emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface. (Morth No. 100, 200)
103.91
256
26611.35
Widening of Slab Culvert at Km 9/10 of Coimbatore - Siruvani Road.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC). (Morth No. 111, 112, 202)
5.88
486
2858.86
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) Depth 0m to 2m. (Morth No. 111, 112, 301, 305)
122.85
387
47542.95
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE.Under footing. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
10.24
6363
65157.12
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 FOOTINGS OF ABUTMENT AND RETURN WALLS. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
80.6
7363
593457.8
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
33.99
9399
319472.01
Vibrated Reinforced Cement Concrete [Design Mix] M30 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for dirt wall cum bed block over abutments and bed block over piers. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900)
5.55
13312
73881.6
Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. (Morth No. 2600)
8.19
110
900.9
Vibrated Reinforced Cement Concrete M30 (Design Mix) using crushed ISS size HBG graded metal of 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 for formwork and centering, labour charges for compacting, finishing and curing including all incidental charges etc., completed for DECK SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
11.54
12322
142195.88
Vibrated Reinforced Cement concrete M40 grade (Design mix) Using ISS size hard granite metal broken graded metal including cost and conveyance of all materials to site 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 RCC CRASH BARRIERS OVER DECK. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
2.16
18426
39800.16
Supply and fabrication of STEEL grade Fe500-D with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
1.97
95610
188351.7
Supply and fabrication of Fe-240 steel with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
0.27
95610
25814.7
Vibrated reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site 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 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
31.16
682
21263.58
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. (Morth No. 2705, 900)
2
2498
4996.2
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. (Morth No. 1000, 1100, 1600)
25.35
1469
37239.15
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete (Morth No. 2600, 900)
6.07
653
3966.14
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. (Morth No. 304, 900)
67.35
343
23101.05
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., complete (Morth No. 2706, 900)
47.82
192
9205.35
Painting two coats with Ready mix Exterior Emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface. (Morth No. 100, 200)
17.71
256
4535.53
Widening of Box Culvert at Km 10/6 (ii) of Coimbatore - Siruvani Road.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC). (Morth No. 111, 112, 202)
0.83
486
403.55
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 BOX PORTION and RETURN WALL. (Morth No. 111, 112, 304)
51.65
290
14978.5
Plain Cement Concrete of grade M15 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.(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
6.47
6298
40748.06
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)
4.99
14221
70962.79
Supply and fabrication of STEEL grade Fe500-D with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
0.48
95610
45605.97
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 Wing wall and Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
55.62
8204
456306.48
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. (Morth No. 1000, 1100, 1600)
8.61
1478
12725.58
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., complete (Morth No. 2706, 900)
7.96
192
1532.3
Vibrated reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site 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 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
3
683
2049.9
Widening of Box Culvert at Km 11/8 of Coimbatore - Siruvani Road.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC). (Morth No. 111, 112, 202)
0.83
486
403.55
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 BOX PORTION and RETURN WALL. (Morth No. 111, 112, 304)
55.26
290
16025.4
Plain Cement Concrete of grade M15 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.(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
7.73
6310
48776.3
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)
10.81
14233
153858.73
Supply and fabrication of STEEL grade Fe500-D with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
0.98
95610
93410.97
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 Wing wall and Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
55.62
8216
456973.92
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. (Morth No. 1000, 1100, 1600)
10.44
1486
15513.84
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., complete (Morth No. 2706, 900)
8.46
192
1628.55
Vibrated reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site 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 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
8.6
684
5884.12
Widening of Box Culvert at Km 7/10 of Coimbatore Siruvani Road.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC). (Morth No. 111, 112, 202)
2.88
486
1400.26
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 BOX PORTION and RETURN WALL. (Morth No. 111, 112, 304)
457.81
290
132764.9
Plain Cement Concrete of grade M15 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.(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
52.29
6263
327492.27
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)
14.44
12913
186463.72
Supply and fabrication of STEEL grade Fe500-D with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
1.17
95610
112246.14
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 Wing wall and Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
598.02
6651
3977431.02
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. (Morth No. 1000, 1100, 1600)
104.55
1452
151806.6
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., complete (Morth No. 2706, 900)
216.96
192
41764.8
Vibrated reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site 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 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
8.32
680
5663.42
Widening of Box Culvert at Km 8/10 of Coimbatore Siruvani Road.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC). (Morth No. 111, 112, 202)
0.83
486
403.55
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 BOX PORTION and RETURN WALL. (Morth No. 111, 112, 304)
57.49
290
16672.1
Plain Cement Concrete of grade M15 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.(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
8.36
6275
52459
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)
14.59
12837
187291.83
Supply and fabrication of STEEL grade Fe500-D with suitable anticorrsive measure required 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. (Morth No. 1000, 1500, 1600, 900)
1.74
95610
166743.84
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal 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 Wing wall and Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
57.9
8173
473216.7
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. (Morth No. 1000, 1100, 1600)
10.92
1460
15943.2
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., complete (Morth No. 2706, 900)
8.87
192
1707.48
Vibrated reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site 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 WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
11.18
681
7619.17
Construction of Kerb wall type Center Median at km 7/0 - 12/2 of Coimbatore Siruvani Road.
1
-
-
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG 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 for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
10005.54
498
4985460.42
Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures, spread, greaded and compacted as per CL:407 of MORTH (Morth No. 111, 112, 301, 305, 900)
1400.81
42
60024.71
Providing Branch road Improvements of Coimbatore - Siruvani Road.
1
-
-
EARTH WORK FOR BOXING
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing. (Morth No. 111, 112, 301, 305, 900)
579.11
123
71381.1
Granular Sub-Base with Close Graded Material (Table:- 400-1)
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) (Morth No. 111, 112, 401, 900)
202.19
2011
406612.18
Granular Sub-Base with Close Graded Material (Table:- 400-1)
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) (Morth No. 111, 112, 401, 900)
18.71
2100
39309.52
WET MIX MACADAM 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 (Morth No. 111, 112, 406, 900)
333.87
2276
760065.07
Prime Coat Over WBM/ WMM Surface
Prime Coat Over WBM/ WMM Surface 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 perClause 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 502, 900)
1335.43
81
108209.89
Tack Coat Over Primed Surface
Tack Coat Over Primed Surface 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 (Morth No. 111, 112, 501, 503, 900)
1335.43
18
24825.64
Tack Coat Over Existing BT Surface
Tack Coat Over Existing BT Surface 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 (Morth No. 111, 112, 501, 503, 900)
2751.78
26
73940.33
DBM (Grade-I) 75mm Thick Using VG40 Bitumen
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm 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 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. (Morth No. 111, 112, 505, 900)
16.84
9288
156418
BM (Grade-II) 50mm Thick Using VG40 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 VG40 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 (Morth No. 111, 112, 501, 504, 900, 3004)
196.18
8563
1679944.27
BC 40mm Thick (Grade-II) Using VG40
Bitumen Providing and laying Bituminous Concrete to 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 Roller 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 (Morth No. 111, 112, 501, 507, 900)
125.18
11396
1426561.29
Providing Road Furniture at Km 7/0 - 12/2 of Coimbatore Siruvani Road
1
-
-
Providing and laying of hot applied Thermoplastic compound 2.5mm 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.
4814
890
4284460
Road Markers / Road Stud with Lens Reflector
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 diameter not less than 19 +/ - 2mm arid 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 D428O and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete.
3565
480
1711200
Solar Raised Pavement Marker / Solar Road Stud
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LED self- illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063:1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C. Flashing rate and color of lighting is to be provided as per requirement.There should be minimum current losses of less than 20 micro-amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm x 100 mm x 100 mm. Fixing will be by drilling holes on the road for the shanks to go inside, withoutnails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. Warranty Certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer-in-charge. Two Years Warranty Certificate for Solar RPM for the Quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge.
54
3300
178200
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 25mm x 25mmx3mm 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).
1
-
-
90cm equilateral triangle Board
109
5126
558734
90 cm high octagon board
13
8205
106665
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 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) 30cm x 90cm rectangular.
47
4000
188000
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).
1
-
-
(Rate per sqm ( for sign having area more than 0.9 sqm) Type -IV).
17.28
11805
203990.4
Providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory Sign Board
made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4 mm 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 420 x 420, 682 x 420, 288 x 288, 288 x 927 & 44 x 130 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 IRC 67 - 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2012 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.of size 12.00 m x 1.8 m.
2
1015160
2030320
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/ text/ legends and their bonding to the retro-reflective sheeting (as per MorT&H specification No.801) of Size - 3.64m x 2.42m.
5
157550
787750
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 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.
1124
470
528280
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.
21
574
12067.65
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.
6
2197
13182
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.
15
25000
375000
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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 0.60m 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).
1
-
-
60 cm x 45 cm rectangular - Chvaran Board
88
6087
535656
60cm circular board
17
6283
106811
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).
158
2400
379200
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
1
205758806
-
Add GST at 18%
1
37036585
-
Total Value put to Tender
1
242795391
-
Differnce Amount (Excess/less)
1
-
-
Quoted Amount (Basic Rate Only)
1
-
-
Add GST at 18% of Quoted Amount
1
-
-
Total Value of Quoted Amount including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
205758806
Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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-
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