Highways Department Tender
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Highways Department Tender
Bridge Construction
Eprocure
Opening Date9 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 34,00,00,000
Costs
EMD
₹ 17,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widng Fm Tltofl And Strengkm53.2to54.8 62.9to63.2 64.2to66.0 72.0to72.6 98.2to99.6 Of Atppc Viameenkaraird Inclng Wideng Minor Bridge Km65.6 Reconstn Slabculvertkm98.10 Widegslab Culvertkm98.
Description
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Contact
Tender Id
2024_HWAY_499701_1Tender No
077-2024-25 CMRDPTender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material
(Morth No.111, 112, 401, 900)
10116
2021
20445649.92
Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III material
(Morth No.111, 112, 401, 900)
4657
2102
9791295.93
Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform 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)
19966
2243
44792922.36
Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
(Morth No.111, 112, 501, 502, 900)
81749
81
6624938.96
Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm 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 Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 503, 900)
81749
18
1519713.91
Providing,laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of 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 50mm 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 20-30 t 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 - Grade - II (Morth No. 111, 112, 501, 505, 900
7338
10543
77364974.28
Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of 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 20-30 t 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 - Grade - I
(Morth No. 111, 112, 501, 505, 900
1756
9711
17053833
Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs 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 20-30 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 densityetc., 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 Gr II
(Morth No. 111, 112, 501, 507,900)
3270
11359
37144453.2
SUB ESTIMATE
1
-
-
Widening of Minor Bridge at Km 65/6
1
-
-
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 (Morth NO. 111, 112, 202)
285.18
387
110364.66
Earthwork excavation in Soft Disintegrated Rock not requiring blasting except medium rock 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 ABUTMENTS, PIERS AND RETURN WALL. as per section 300 of MORT&H Specifications
(Morth No. 111, 112, 304)
143
398
57001.23
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
14.26
6246
89067.96
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
334.7
7072
2366998.4
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
118
7904
932672
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
(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
6.36
12536
79728.96
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. 111, 112, 304)
9.08
110
998.8
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
24.8
11979
297079.2
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 barrier over deck slab as per Section 811,1700 & 2703.3 of MORT&H Specficaton(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
3.6
18201
65523.6
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
5.46
12455
68004.3
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)
8.84
6752
59687.68
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)
19.32
9429
182168.28
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
5.16
95610
493538.82
Supply and fabrication of steel Grade Fe 240 required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
0.9
95610
86431.44
Vibrated reinforced 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. (Morth NO. 1000, 1500, 1600, 900)
123.28
673
83041.41
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., (Morth NO. 1000, 1500, 1600, 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, 1500, 1600, 900)
45.61
1369
62440.09
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(In Deck slab) (Morth NO. 1000, 1500, 1600, 900)
7.76
653
5070.38
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. 1000, 1500, 1600, 900)
76.99
315
24251.85
Providing and fixing class1 PVC seepage pipes of 110 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., (Morth NO. 1000, 1500, 1600, 900)
81.04
203
16459.22
Painting two coats with Ready mix plastic enamel 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. 1000, 1500, 1600, 900)
69.69
248
17322.15
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 PCC)
(Morth NO. 111, 112, 202)
38.64
486
18786.77
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)
3.69
4308
15881.87
Reconstruction of Minor bridge at Km 98/10
1
1
1
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 (Morth NO. 111, 112, 202)
1
-
-
Depth 0.00 m to 2.00 m
471
447
210725.4
Depth 2.0m to 3.0 m
236
459
108326.36
Depth 3.0m to 4.0m
24
470
11294.88
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
24
6320
151680
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
570
7139
4069230
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
118
7756
915208
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
(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
18
12528
225504
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. 111, 112, 304)
22
110
2420
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
44
14822
652168
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 Barrier over Deck Slab as per Section 811,1700 & 2703.3 of MORT&H Specficaton(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
4
18605
74420
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. as per Section 1500 & 1700 of MORT&H Specficaton
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
6
12317
73902
Vibrated Cement Concrete M15 grade, Nominal Mix 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)
21
7027
147567
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)
45
9718
437310
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
12.3
95610
1176003
Supply and fabrication of steel Grade Fe 240 required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
2.2
95610
210342
Vibrated reinforced 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. (Morth NO. 1000, 1500, 1600, 900)
275
679
186780
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., (Morth NO. 1000, 1500, 1600, 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, 1500, 1600, 900)
66
1434
94644
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(In Deck slab) (Morth NO. 1000, 1500, 1600, 900)
49
653
32016.6
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. 1000, 1500, 1600, 900)
144
315
45360
Providing and fixing class1 PVC seepage pipes of 110 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., (Morth NO. 1000, 1500, 1600, 900)
104
203
21122.4
Painting two coats with Ready mix plastic enamel 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. 1000, 1500, 1600, 900)
68
248
16902.08
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)
115
4308
495500.5
Widening of Slab Culvert at Km 98/4
1
1
1
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 (Morth NO. 111, 112, 202)
1
-
-
0 m to 2.00 m
280.4
387
108514.8
Earthwork excavation in Soft Disintegrated Rock not requiring blasting except medium rock 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 ABUTMENTS, PIERS AND RETURN WALL. as per section 300 of MORT&H Specifications
(Morth No. 111, 112, 304)
1
-
-
2.00 m to 3.00 m
141
398
56204.01
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
14
6308
88312
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
327.32
7150
2340338
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
93.58
8026
751073.08
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
(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)
6.37
12776
81383.12
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. 111, 112, 304)
9.08
110
998.8
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
24.8
12044
298691.2
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 Barrier over Deck Slab . as per Section 811,1700 & 2703.3 of MORT&H Specficaton(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
3.6
18263
65746.8
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. as per Section 1500 & 1700 of MORT&H Specficaton
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
5.46
12518
68348.28
Vibrated Cement Concrete M15 grade, Nominal Mix 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)
8.84
6814
60235.76
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)
19.32
9494
183424.08
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
5.16
95610
493538.82
Supply and fabrication of steel Grade Fe 240 required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
0.9
95610
86431.44
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. (Morth NO. 1000, 1500, 1600, 900)
123.28
678
83620.82
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., (Morth NO. 1000, 1500, 1600, 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, 1500, 1600, 900)
41.54
1425
59194.5
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(In Deck slab) (Morth NO. 1000, 1500, 1600, 900)
7.75
653
5065.16
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. 1000, 1500, 1600, 900)
64.36
315
20273.4
Providing and fixing class1 PVC seepage pipes of 110 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., (Morth NO. 1000, 1500, 1600, 900)
76.84
203
15606.2
Painting two coats with Ready mix plastic enamel 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. 1000, 1500, 1600, 900)
69.69
248
17322.15
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 PCC)
(Morth NO. 111, 112, 202)
33.11
486
16098.08
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)
3.69
4308
15899.1
Box culvert Km 53/8
1
1
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 PCC)
(Morth NO. 111, 112, 202)
22.23
486
10808.23
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall.
(Morth No. 111, 112, 304)
160.3
246
39517.16
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
18.05
6279
113335.95
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)
76.88
12408
953950.1
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
5.49
95610
524803.29
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
76.69
7917
607154.73
Vibrated reinforced 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.
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
50.18
674
33846.41
Box culvert Km 54/4
1
1
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 PCC)
(Morth NO. 111, 112, 202)
22.23
486
10808.23
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall.
(Morth No. 111, 112, 304)
160.3
246
39517.16
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
18.05
6291
113552.55
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)
76.88
12420
954850.37
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
5.49
95610
524803.29
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
76.69
7929
608075.01
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. (Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
50.18
675
33891.57
Box culvert Km 63/2
1
1
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 PCC)
(Morth NO. 111, 112, 202)
24.14
486
11736.87
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall.
(Morth No. 111, 112, 304)
434.4
246
107088.29
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
22.66
6264
141942.24
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)
115.97
12035
1395705.91
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
8.88
95610
848825.58
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
107.07
7800
835146
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.
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
52.11
674
35142.98
Box culvert Km 64/4
1
1
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 PCC)
(Morth NO. 111, 112, 202)
42.33
486
20580.85
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall.
(Morth No. 111, 112, 304)
187.51
246
46224.97
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
21.51
6259
134631.09
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)
104.13
11583
1206192.98
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
9.06
95610
866322.21
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
69.3
8072
559389.6
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.
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
71.41
674
48130.34
Box culvert Km 99/4
1
1
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 PCC)
(Morth NO. 111, 112, 202)
16.02
486
7788.92
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall.
(Morth No. 111, 112, 304)
192.89
246
47551.24
Vibrated 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 BELOW Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
18.05
6327
114202.35
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)
76.88
12098
930151.9
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)
5.49
95610
524803.29
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
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
76.69
7801
598258.69
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.
(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)
50.18
679
34082.26
Junction Improvements
1
1
1
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.
(Morth No.111, 112, 401, 900)
1099.53
21
24013.74
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, 401, 900)
2454.05
123
302486.2
Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material (Morth No.111, 112, 401, 900)
749.52
2013
1509315.92
Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III material
(Morth No.111, 112, 401, 900)
486.99
2103
1024334.77
Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform 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)
1217.54
2267
2760211.88
Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
(Morth No.111, 112, 501, 502, 900)
4772.39
81
386706.76
Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm 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 Clause 502 of MORTH Rev-5
(Morth No.111, 112, 501, 503, 900)
4772.39
18
88718.73
Providing and layingTack Coat over Existing BTsurface using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
(Morth No.111, 112, 501, 503, 900)
3250.12
26
87330.72
Providing,laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of 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 50mm 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 20-30 t 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 - Grade - II (Morth No. 111, 112, 501, 505, 900
111.49
10545
1175673.2
Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of 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 20-30 t 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 - Grade - I
(Morth No. 111, 112, 501, 505, 900
328.87
9802
3223856.7
Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs 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 20-30 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 densityetc., 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 Gr II
(Morth No. 111, 112, 501, 507,900)
252.26
11382
2871256.11
Bus bay
1
1
1
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, 401, 900)
210
123
25884.6
Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material
(Morth No.111, 112, 401, 900)
90
2011
180993.6
Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III material
(Morth No.111, 112, 401, 900)
60
2100
126059.4
Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform 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)
150
2276
341479.5
Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
(Morth No.111, 112, 501, 502, 900)
600
81
48618
Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm 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 Clause 502 of MORTH Rev-5
(Morth No.111, 112, 501, 503, 900)
600
18
11154
Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of 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 20-30 t 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 - Grade - I
(Morth No. 111, 112, 501, 505, 900
30
9811
294344.1
Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs 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 20-30 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 densityetc., 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 Gr II
(Morth No. 111, 112, 501, 507,900)
24
11388
273326.4
Center Median
1
1
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 work site, 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, 112, 401, 900)
11117.39
493
5486765.49
Filling Box Cut 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, 401, 900)
1580.75
42
67735.14
Road Furnitures
1
1
1
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 (Morth No.111, 112, 401, 900)
7091.1
890
6311079
Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / 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 and the height,width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13sq.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 Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm and height not less than 30*/- 2mm )from the body is to be a minimum value of 500kgf.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 manifacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280 and confirming to IRC35-2015 guide lines and MORTH specification 804 etc., complete.
2750
480
1320000
Providing and erecting of retro refectorised 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 alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction 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 MORTH specification no 801) (30 cm x 90cm rectangular)
32
4000
128000
Providing and fixing of rectro reflectorised cautionary mantatory and informatory sign (with or without defenition board) made out of High Intensity prismatic Grade Sheeeting conforming to type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm 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 thje 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 45cm x 45cm x 60cm. 60cm 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 intencity Retro-Reflective sheet shall consist of minimum coefficient of Retro- Refection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 years warrenty below ground level etc.., complete including 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 MORT&H Specification No.801) Chevron board (60 cm x 45cm rectangular)
176
4316
759616
Providing and fixing of rectro reflectorised cautionary mantatory and informatory sign (with or without defenition board) made out of High Intensity prismatic Grade Sheeeting conforming to type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm 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 thje 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 45cm x 45cm x 60cm. 60cm 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 intencity Retro-Reflective sheet shall consist of minimum coefficient of Retro- Refection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 years warrenty below ground level etc.., complete including 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 MORT&H Specification No.801) Triangle board (90 cm Equalator Triangle Board)
57
5126
292182
Providing and erecting Direction and Place identification Rectro Refletorized sign made out of high intensity Prismatic Grade sheeting confirming to Type - IV standard of IRC 67-2012 and ASTM D 4956-09. specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25x25x3mm Mild steel angle and supporting on a mild steel post post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the Sign Board and 0.60 m 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 45 cm x 45 cm x 60 cm 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 intencity Retro-Reflectro sheet shall consist of minimum coefficient of Retro- Refection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 years warrenty 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) - (More than 0.90 Square Metre)
19.44
11805
229489.2
Providing and fixing of rectro reflectorised cautionary mantatory and informatory sign (with or without defenition board) made out of High Intensity prismatic Grade Sheeeting conforming to type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm 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 thje 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 45cm x 45cm x 60cm. 60cm 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 intencity Retro-Reflective sheet shall consist of minimum coefficient of Retro- Refection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 years warrenty below ground level etc.., complete including 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 MORT&H Specification No.801) (60.00 cmCircular board)
31
4513
139903
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 o 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 D4280 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, without nails 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.
330
3300
1089000
Providing fixing of 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 Tpe XI specifications as per ASTM D 4 956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grillJ 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.
2280
470
1071600
Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om 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 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm 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 arid as directed by the Engineer-in-charge
100
6500
650000
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 perstandard specification.
18
25000
450000
Providing and fixing of rectro reflectorised cautionary mantatory and informatory sign (with or without defenition board) made out of High Intensity prismatic Grade Sheeeting conforming to type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm 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 thje 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 45cm x 45cm x 60cm. 60cm 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 intencity Retro-Reflective sheet shall consist of minimum coefficient of Retro- Refection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 years warrenty below ground level etc.., complete including 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 MORT&H Specification No.801) (90cm Octagon board)
69
8205
566145
Providing and fixing of Retro Reflectorized Overhead Cantilever lnformatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 20 12 and ASTMD4956 — 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size l200mm x l200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x 130 are to be used. Anchor bolts of dimension 25mm dia and l000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co- efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 — 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 280 1 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 67-20 12 (As per MoRT&H specification No.80 l). 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.
4
1015160
4060640
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
288133759
-
Add GST at 18%
1
51864077
-
Total Value put to Tender
1
339997836
-
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
-
-
288133759
Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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-
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