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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹170.6 CrAccepted-AOC | ₹170.6 Cr Quoted ₹185.1 Cr | L1 | Accepted-AOC Lowest Rate Quoted |
| 2 | L2₹198.2 CrRejected-Finance | ₹198.2 Cr | L2 | Rejected-Finance Highest Rate Quoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Pre Qualification docement not satisfied |
Tender Value
₹164 Cr
EMD Value
₹82.1 L
Closing Date
16 Sept 2020, 3:00 pmClosed
Superintending Engineer Coimbatore
Superintending Engineer Office Highways Department Construction and Maintenance Coimbatore 641018
Extension of flyover along Athupalam and Ukkadam upto Oppanakkara street in Coimbatore city.
2020_HWAY_175386_2
ukkadam
Open Tender
Civil Works - Highways
913 days
Coimbatore
Refer pre qualification document volume I
12 documents required · 12 mandatory
₹0
₹82.1 L
4 Feb 2021
9 Sept 2020
17 Sept 2020
9 Sept 2020
16 Sept 2020
11 Sept 2020
10 Sept 2020 - 10 Sept 2020
Amount
Earth Work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per standard specification No. 304 of MORTH for FOUNDATION PILE CAPS UNDER PIERS.
Athupalam Side
Ukkadam Side
Cement concrete Nominal mix 1:2:4 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for LEVELLING COURSE below foundation of Abutmemnt & Piers.
Athupalam Side
Ukkadam Side
Providing and driving in position permanent MS liners for the depth up to maximum scour level including cost of liners and fabricating, welded construction with consumables, labour and plants and driving MS liner 6mm (thick) to be left permanently with the pile shaft as per requirement and as per specification and placing them in position with all lead and lift using 6mm thick sheets.
Athupalam Side
Ukkadam Side
Providing Reinforced Cement Concrete cast-into-situ bored PILES of 1000mm diameter in vibrated RCC, mix M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up to pilling equipment, shifting the same from one pile location to another pile location, dismantling them and reaccepting caps necessary including all labour for driving or boring and providing temporary casing where required through all soils, leading the excavated earth to a distance of 200m including forming of working platform over the river bed of accommodating piling equipment including working platform etc., forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for casting pile cap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW PIERS.
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for PILE CAPS.
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for ABUTMENT AND PIERS. 0 to 5 mtr
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for ABUTMENT AND PIERS. 5 to 10 mtr
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for Pier caps
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for PEDESTALS
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for Dirt wall.
Athupalam Side
Ukkadam Side
Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completely assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 Part I and II respectively and other parts confirming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoSRT&H Specifications complete,, ncluding cost of all materials, labour, with all lead and lift, loading, unloading, transpotring, etc,complete,as per the directions of eng-in-charge of work, and in accordance with MoSRT&H Technical Specification Clause 2000 & 2200
Athupalam Side - Loading in Metric Tonne
Fixed - 280
Guided-Longitudinal - 280
Guided-transverse - 280
Fixed - 350
Guided-Longitudinal - 350
Guided-transverse - 350
Fixed - 199
Guided-Longitudinal - 199
Guided-transverse - 199
Fixed - 163
Guided-Longitudinal - 163
Guided-transverse - 163
Fixed - 160
Guided-Longitudinal - 160
Guided-transverse - 160
Fixed - 160
Guided-Longitudinal - 160
Guided-transverse - 160
Fixed - 54
Guided-Longitudinal - 54
Guided-transverse - 54
Fixed - 218
Guided-Longitudinal - 218
Guided-transverse - 218
Fixed - 418
Guided-Longitudinal - 418
Guided-transverse - 418
Fixed - 111
Guided-Longitudinal - 111
Guided-transverse - 54
Fixed - 111
Guided-Longitudinal - 111
Guided-transverse - 111
Fixed - 99
Guided-Longitudinal - 99
Guided-transverse - 99
Fixed - 290
Guided-Longitudinal - 290
Guided-transverse - 290
Fixed - 225
Guided-Longitudinal - 225
Guided-transverse - 225
Fixed - 218
Guided-Longitudinal - 218
Guided-transverse - 225
Fixed - 218
Guided-Longitudinal - 218
Guided-transverse - 218
Fixed - 54
Guided-Longitudinal - 54
Guided-transverse - 54
Fixed - 54
Guided-Longitudinal - 54
Guided-transverse - 111
Fixed - 54
Guided-Longitudinal - 54
Guided-transverse - 111
Fixed - 111
Guided-Longitudinal - 111
Guided-transverse - 111
Fixed - 111
Guided-Longitudinal - 111
Guided-transverse - 111
Fixed - 54
Guided-Longitudinal - 54
Guided-transverse - 111
Fixed - 111
Guided-Longitudinal - 111
Guided-transverse - 111
Fixed - 99
Guided-Longitudinal - 99
Guided-transverse - 99
Ukkadam Side - Loading in Metric Tonne
Fixed - 322
Guided-Longitudinal - 322
Guided-transverse - 322
Fixed - 266
Guided-Longitudinal - 266
Guided-transverse - 266
Fixed - 322
Guided-Longitudinal - 322
Guided-transverse - 322
Fixed - 301
Guided-Longitudinal - 301
Guided-transverse - 301
Fixed - 326
Guided-Longitudinal - 326
Guided-transverse - 326
Fixed - 221
Guided-Longitudinal - 221
Guided-transverse - 221
Fixed - 111
Guided-Longitudinal - 111
Guided-transverse - 111
Fixed - 111
Guided-Longitudinal - 111
Guided-transverse - 111
Prestressed Cement Concrete of grade M45 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site, cost of cement but excluding cost of steel/ strands and including cost of formwork, labour charges for mixing, casting, curing , stacking at stock yard and transporting the precast girders to the site, placing it in line and level as per drawing and including working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per relevent standard specification for PSC I & Y Girders.
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M45 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for Diaphram.
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M45 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for DECK SLAB.
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M45 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per relevent standard specification for voided slab.
Athupalam Side
Ukkadam Side
Prestressed Cement Concrete of grade M45 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site, cost of cement but excluding cost of steel / strands and including cost of formwork, labour charges for mixing, casting, curing, placing it in line and level as per drawing and including working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per relevant standard specification for Box Girders
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for CRASH BARRIER
Athupalam Side
Ukkadam Side
Providing and laying of a strip seal expansion joint system (catering to maximum horizontal movement upto 70 mm)for 40mm wide expenstion gap for all spans except the 45m obligatory span for shich 45mm wide expanstion joint provided in between decks over piers and in between deck and abutment caps over abutmentswith fatigue tested structurals steel section at the nosing and achorage assemble complete as per approved drawings and standard specifications to be installed by the manufacture/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation, complete as per the directions of eng-in-charge of work, in accordance with MoSRT&H Technical Specification Clause 2607
Athupalam Side
Ukkadam Side
Athupalam Side
Ukkadam Side
Providing and fixing G.I Drainage spouts of 100mm dia as per GOI drawing No.SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all meterials to site fixing them in position etc., complete.
Athupalam Side
Ukkadam Side
Vibrated Cement Concrete of grade 1:2:4 (Nominal Mix) using 40mm ISS graded metal including cost and conveyance of all materials to site including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants incidental all other incidental charges etc., complete as per relevent standard specification for BASE COURSE below approach slab
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for APPROACH SLAB
Athupalam Side
Ukkadam Side
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 3.00 kg per 10 sqm on the prepared CC surface /granular surface cleaned with mechanical broom as per clause 503 of MORTH Rev
Athupalam Side
Ukkadam Side
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen melting the requirement given in table 500-29, prepared by using mastic cooker and slope after cleaning the surface including and anti skid surface with bitumen percolated fine grained hand stone clipping of 10 cm centre to centre in both directions, pressed into surface when the temperature of surface is notless than 100 centigrade protruding 1 mm to 4 mm over mastic surface, all complete as per MORTH Rev-5.
Athupalam Side
Ukkadam Side
Providing and laying Bituminous Concrete 40 mm compacted thickness (Grade -II) using VG 40 grade bitumen which shall consist of construction of a single course wearing course on a previously prepared bituminous base in accordance with the requirement of the specifications and in conformity with the drawing, including hire and fuel charges for all machineries required for construction, labour charges etc., compaction as per clause No. 507 for MORT&H(Rev-V) specifications(Using CMP, Paver Finisher and Vibratory Roller)
Athupalam Side
Ukkadam Side
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for Median
Athupalam Side
Ukkadam Side
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Athupalam Side
Ukkadam Side
Supply and fabrication of STEEL grade Fe 240 with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Athupalam Side
Ukkadam Side
Providing and fixing in position of 110mm dia PVC pipes at 4Kgf/sqcm for service duct in crash barrier including cost of all material , labour , loading , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Athupalam Side
Ukkadam Side
Providing and fixing GI pipes 65 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and walding , fabricaing for crash barrier as indicated in the drawings includign cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.
Athupalam Side
Ukkadam Side
Providing external prestressing with high tensile steel wires / strands including drilling for passage of prestressing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification. 1800
Athupalam Side
Ukkadam Side
Supplying and fixing following sizes of stainless steel handrail using 304 L garde stainless steel 50mm x 50mm x 2.0 mm thick - 4.40 m horizontal length -1 no, 50 mm x 50 mm x 2.0 mm - 2.95 m horizontal length - 1 no and vertical 50mm x 25mm x 2.0 mm - 0.8 m length 4 nos etc., including labour for fixing in position with necessary welding and dismandling concrete and making good to the dismantle position to the original condition.
Athupalam Side
Ukkadam Side
Providing and placing in position 27.55", 29.53", 35.43" (700mm, 750mm, 900mm) in diameter galvanised steel of thickness 0.8mm, 120 gsm voided Former. In voided deck slab as per the drawings and specifications item to include cost of shuttering, staging, scaffolding, tools, plant and machinery labour and all incidentals required to execute the job Void Former.
Athupalam Side
Ukkadam Side
Providing Reinforced Earth wall on Athupalam - Sungam road (CH: 0/030 - 0/105 & CH: 0/105 - 0/187 & 0/187 to 0/280)
Excavation for foundation for structures in ordinary soil as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead,lifts,labour,spreading etc , complete,as per the directions of eng-in-charge of work, n accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE . BELOW R.C.C. FOOTINGS RETAINING WALLS and friction slab as per MoSRT&H techmical specification 1500,1700& 2100
Providing costing and rection in position pre-cast reinforced M-35 RMC) grade facia panel / blocks, for reinforced soil embankment for approach. Retaining Earth Wall with corrosion protected reinforcing the strips/mesh geogird design as specified in design including all materials, labour, connections, joints, fittings, erection of panel 150-mm dia perforated PVC pipe drain rapped with geotextile as per design including approved epoxy coal tar to inside facia wall etc complete as per approved drawing and as per specifications and as directed by Engineer In-charge (excluding reinforcement) for all heights. (MORTH section 3100) (design to be submitted by contractor)
Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media for RE panels
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) in foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Friction slab
Vibrated Reinforced Cement Concrete of grade M25 (Design Mix) in foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Median
Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 .for Crash Barrier
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Providing and fixing GI pipes 65 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and walding , fabricaing for crash barrier as indicated in the drawings includign cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.
Providing and fixing in position horizontal of PVC pipe of 110 mm dia.,4Kg/sqcm for service duct in footpath including cost of all material , labour , loadign , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
Providing and applying Polysafe-EC for external walls, slopping R.C.C. roofts in two coats to avoid water penetration, ultra - Violet effects of Sun-rays, fungus development and to protect the reinforcement from corrosion in atmosphere effects. Cleaning the surface of concrete by brushing with solven and applying Polysafe-EC chemical coating with primer and after 24 hour interval applying 1st coat, and after 24 hour interval applying second & final coat of approved shade, colour, avoid smoking while painting including necessary scaffolding etc. complete (with the permission of S.E.)
Providing Reinforced Earth wall on Townhall - Athupalam (CH: 0/240 - 0/305) & (CH: 0/305 - 0/390)
Excavation for foundation for structures in ordinary soil as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead,lifts,labour,spreading etc , complete,as per the directions of eng-in-charge of work, n accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE . BELOW R.C.C. FOOTINGS RETAINING WALLS and friction slab as per MoSRT&H techmical specification 1500,1700& 2100
Providing costing and rection in position pre-cast reinforced M-35 RMC) grade facia panel / blocks, for reinforced soil embankment for approach. Retaining Earth Wall with corrosion protected reinforcing the strips/mesh geogird design as specified in design including all materials, labour, connections, joints, fittings, erection of panel 150-mm dia perforated PVC pipe drain rapped with geotextile as per design including approved epoxy coal tar to inside facia wall etc complete as per approved drawing and as per specifications and as directed by Engineer In-charge (excluding reinforcement) for all heights. (MORTH section 3100) (design to be submitted by contractor)
Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media for RE panels
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) in foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Friction slab
Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 .for Crash Barrier
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Providing and fixing GI pipes 65 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and walding , fabricaing for crash barrier as indicated in the drawings includign cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.
Providing and fixing in position horizontal of PVC pipe of 110 mm dia.,4Kg/sqcm for service duct in footpath including cost of all material , labour , loadign , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
Providing and applying Polysafe-EC for external walls, slopping R.C.C. roofts in two coats to avoid water penetration, ultra - Violet effects of Sun-rays, fungus development and to protect the reinforcement from corrosion in atmosphere effects. Cleaning the surface of concrete by brushing with solven and applying Polysafe-EC chemical coating with primer and after 24 hour interval applying 1st coat, and after 24 hour interval applying second & final coat of approved shade, colour, avoid smoking while painting including necessary scaffolding etc. complete (with the permission of S.E.)
Providing Reinforced Earth wall on Ukkadam - Palakkad side (0/036 - 0/116) & (0/116 - 0/200)
Excavation for foundation for structures in ordinary soil as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead,lifts,labour,spreading etc , complete,as per the directions of eng-in-charge of work, n accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE . BELOW R.C.C. FOOTINGS RETAINING WALLS and friction slab as per MoSRT&H techmical specification 1500,1700& 2100
Providing costing and rection in position pre-cast reinforced M-35 RMC) grade facia panel / blocks, for reinforced soil embankment for approach. Retaining Earth Wall with corrosion protected reinforcing the strips/mesh geogird design as specified in design including all materials, labour, connections, joints, fittings, erection of panel 150-mm dia perforated PVC pipe drain rapped with geotextile as per design including approved epoxy coal tar to inside facia wall etc complete as per approved drawing and as per specifications and as directed by Engineer In-charge (excluding reinforcement) for all heights. (MORTH section 3100) (design to be submitted by contractor)
Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media for RE panels
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) in foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Friction slab
Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 .for Crash Barrier
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Providing and fixing GI pipes 65 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and walding , fabricaing for crash barrier as indicated in the drawings includign cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.
Providing and fixing in position horizontal of PVC pipe of 110 mm dia.,4Kg/sqcm for service duct in footpath including cost of all material , labour , loadign , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
Providing and applying Polysafe-EC for external walls, slopping R.C.C. roofts in two coats to avoid water penetration, ultra - Violet effects of Sun-rays, fungus development and to protect the reinforcement from corrosion in atmosphere effects. Cleaning the surface of concrete by brushing with solven and applying Polysafe-EC chemical coating with primer and after 24 hour interval applying 1st coat, and after 24 hour interval applying second & final coat of approved shade, colour, avoid smoking while painting including necessary scaffolding etc. complete (with the permission of S.E.)
Providing Reinforced Earth wall on Pollachi - Ukkadam side (CH: 0/075 - 0/155) & (CH: 0/155 - 0/237)
Excavation for foundation for structures in ordinary soil as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead,lifts,labour,spreading etc , complete,as per the directions of eng-in-charge of work, n accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE . BELOW R.C.C. FOOTINGS RETAINING WALLS and friction slab as per MoSRT&H techmical specification 1500,1700& 2100
Providing costing and rection in position pre-cast reinforced M-35 RMC) grade facia panel / blocks, for reinforced soil embankment for approach. Retaining Earth Wall with corrosion protected reinforcing the strips/mesh geogird design as specified in design including all materials, labour, connections, joints, fittings, erection of panel 150-mm dia perforated PVC pipe drain rapped with geotextile as per design including approved epoxy coal tar to inside facia wall etc complete as per approved drawing and as per specifications and as directed by Engineer In-charge (excluding reinforcement) for all heights. (MORTH section 3100) (design to be submitted by contractor)
Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media for RE panels
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) in foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Friction slab
Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 .for Crash Barrier
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Providing and fixing GI pipes 65 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and walding , fabricaing for crash barrier as indicated in the drawings includign cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.
Providing and fixing in position horizontal of PVC pipe of 110 mm dia.,4Kg/sqcm for service duct in footpath including cost of all material , labour , loadign , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
Providing and applying Polysafe-EC for external walls, slopping R.C.C. roofts in two coats to avoid water penetration, ultra - Violet effects of Sun-rays, fungus development and to protect the reinforcement from corrosion in atmosphere effects. Cleaning the surface of concrete by brushing with solven and applying Polysafe-EC chemical coating with primer and after 24 hour interval applying 1st coat, and after 24 hour interval applying second & final coat of approved shade, colour, avoid smoking while painting including necessary scaffolding etc. complete (with the permission of S.E.)
Providing Reinforced Earth wall on Ukkadam - Pollachi ramp (CH: 0/160 - 0/245 ) & (CH: 0/245 - 0/350 )
Excavation for foundation for structures in ordinary soil as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead,lifts,labour,spreading etc , complete,as per the directions of eng-in-charge of work, n accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE . BELOW R.C.C. FOOTINGS RETAINING WALLS and friction slab as per MoSRT&H techmical specification 1500,1700& 2100
Providing costing and rection in position pre-cast reinforced M-35 RMC) grade facia panel / blocks, for reinforced soil embankment for approach. Retaining Earth Wall with corrosion protected reinforcing the strips/mesh geogird design as specified in design including all materials, labour, connections, joints, fittings, erection of panel 150-mm dia perforated PVC pipe drain rapped with geotextile as per design including approved epoxy coal tar to inside facia wall etc complete as per approved drawing and as per specifications and as directed by Engineer In-charge (excluding reinforcement) for all heights. (MORTH section 3100) (design to be submitted by contractor)
Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media for RE panels
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) in foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Friction slab
Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 .for Crash Barrier
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Providing and fixing GI pipes 65 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and walding , fabricaing for crash barrier as indicated in the drawings includign cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.
Providing and fixing in position horizontal of PVC pipe of 110 mm dia.,4Kg/sqcm for service duct in footpath including cost of all material , labour , loadign , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
Providing and applying Polysafe-EC for external walls, slopping R.C.C. roofts in two coats to avoid water penetration, ultra - Violet effects of Sun-rays, fungus development and to protect the reinforcement from corrosion in atmosphere effects. Cleaning the surface of concrete by brushing with solven and applying Polysafe-EC chemical coating with primer and after 24 hour interval applying 1st coat, and after 24 hour interval applying second & final coat of approved shade, colour, avoid smoking while painting including necessary scaffolding etc. complete (with the permission of S.E.)
Providing Reinforced Earth wall on Palakad - Ukkadam side (CH: 0/138 - 0/208) & (CH: 0/208 - 0/300)
Excavation for foundation for structures in ordinary soil as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead,lifts,labour,spreading etc., complete,as per the directions of eng-in-charge of work, n accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE . BELOW R.C.C. FOOTINGS RETAINING WALLS and friction slab as per MoSRT&H techmical specification 1500,1700& 2100
Providing costing and rection in position pre-cast reinforced M-35 RMC) grade facia panel / blocks, for reinforced soil embankment for approach. Retaining Earth Wall with corrosion protected reinforcing the strips/mesh geogird design as specified in design including all materials, labour, connections, joints, fittings, erection of panel 150-mm dia perforated PVC pipe drain rapped with geotextile as per design including approved epoxy coal tar to inside facia wall etc complete as per approved drawing and as per specifications and as directed by Engineer In-charge (excluding reinforcement) for all heights. (MORTH section 3100) (design to be submitted by contractor)
Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media for RE panels
Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) in foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Friction slab
Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 .for Crash Barrier
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Providing and fixing GI pipes 65 mm dia using 6 and 16 mm dia base plate at every 1 mtr c/c , using j bolt for fixing and walding , fabricaing for crash barrier as indicated in the drawings includign cost of material, cutting , welding , bolting, and labour etc, as per technical specification and as directed by the Engineer including all leads and lifts etc., complete.
Providing and fixing in position horizontal of PVC pipe of 110 mm dia.,4Kg/sqcm for service duct in footpath including cost of all material , labour , loadign , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408
Providing and applying Polysafe-EC for external walls, slopping R.C.C. roofts in two coats to avoid water penetration, ultra - Violet effects of Sun-rays, fungus development and to protect the reinforcement from corrosion in atmosphere effects. Cleaning the surface of concrete by brushing with solven and applying Polysafe-EC chemical coating with primer and after 24 hour interval applying 1st coat, and after 24 hour interval applying second & final coat of approved shade, colour, avoid smoking while painting including necessary scaffolding etc. complete (with the permission of S.E.)
Providing Approach Ramp on Ahupalam & Ukkadam side ( Ch: 138 - 300) & Ukkadam Side Ch: 0/030-0/390
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer Formation of embankment for approach
Carted Earth behind with clean good gritty earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete Forming SUBGRADE with earth work excavation from borrow pits and compaction by power roller for filling for ROAD using carted earth with 8km lead.
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density etc., complete (as per clause 401 ) - for grading- V Material
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc., Complete (as per clause 406)
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer
Dense Graded Bituminous Macadam (Table - 500-10)(Providing and laying dense bituminous macadam upto 75 mm thick with Central Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete (40mm thick)with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II
Providing side drain cum foot path along (service road for Athupalam to Ukkadam Ch 0/000 to 0/380.60 & Ch 0/000 to Minus(-) 0/200), (Pollachi down ramp Ch : 0/100 - 0/600 LHS & Ch : 0/000 - 0/600 RHS), (Service road for Athupalam to Palakad Ch : 0/000 - 0/400), (Valankulam bypass road Ch : 0/000 - 0/620 RHS & Ch : 0/000 - 0/620 LHS), (Service road for Athupalam townhall Ch : 0/000 - 0/300 L/s, R/s)
Earth Work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per standard specification No. 301 of MORTH for Box drain.
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation. as per MoSRT&H techmical specification 1500,1700& 2100.
Vibrated Reinforced Cement Concrete of grade M25(Design Mix) in Box drain and duct of clear size 800 x 1000mm each using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting , laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500 , 1700 & 2100 for Box drain walls.
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule 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.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications
Providing and fixing in position horizontal of PVC pipe of 160 mm dia.,6Kgf/sqcm for in footpath for drain out including cost of all material , labour , loadign , unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.
Supplying and laying inter locking rubber mould paver blocks heavy duty of approved design (made of M30) having thickness of 60mm over the sand filling 30mm with super embadded and skid texture design the international standard with zig zag design for higher interlocking capacity rate illusive of cost of material transporting to the site from factory including all labour charges for laying ,shifting,compacting with power vibratory and inclusive of all taxes etc, complete as per std specification.
Junction Improvements in Athupalam Junction
Earth Work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per standard specification No. 301 of MORTH for foundation for box cutting
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 picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per standard specifications.
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density etc., complete (as per clause 401 ) - for grading- V Material
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc., Complete (as per clause 406)
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.505 Grading I
Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete 40 mm thick with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II.
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE
Vibrated Cement Concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Kerb wall.
Filling around foundation with earth including levelling watering and compaction etc., complete.
Junction Improvements in Valankulam bye pass road Junction
Earth Work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per standard specification No. 301 of MORTH for foundation for box cutting
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 picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per standard specifications.
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density etc., complete (as per clause 401 ) - for grading- V Material
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc., Complete (as per clause 406)
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.505 Grading I
Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete 40 mm thick with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II.
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE
Vibrated Cement Concrete 1:2:4 using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Kerb wall.
Filling around foundation with available Soil including levelling watering and compaction etc., complete.
Spreading of Sludge farm yard manuare and good earth in required thickness (Cost of Sludge, farm yard manuare and good earth to be paid for separately) including cost of all labour, lead lift etc., complete.
Making Lawns including ploughing and breaking of clod, removal of rubbish, gressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at the rate of 0.18 Cum per 100 Sqm including cost of all labour, material, lead, lift, hire charges of machineries, transportation etc., complete.
Maintenance of Lawns with fine grassing for the first year including cost of all material, labour, lead, lift, watering, hire charges of machinaries, transportation etc., complete.
Providing Vehicular Under pass in Athupalam - Sungam road
Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, 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 No.304 of MORTH for FOUNDATION PILE CAPS UNDER PIERS.
Cement concrete Nominal mix 1:2:4 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing, tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE below pile caps. as per MoSRT&H technical specfication 1500,1700 & 2100.
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification forBox portion
Vibrated Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS graded metal including cost and conveyance of all materials to site including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants incidental all other incidental charges etc., complete as per relevent standard specification for BASE COURSE below approach slab
Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for APPROACH SLAB
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.
Providing and laying Tack coat over Cement Concrete surface using 3.00 kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, hire charges for machinery, duel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
Providing and laying 25mm thick Mastic Asphalt wearing course with paving grade bitumen melting the requirements given in table 500-29 prepared by using mastic cooker and slope after clearing the surface including and anti skid surface with bitumen percolated fine grained hand stone clipping of 10cm center to center in both directions pressed into surface when the temperature of surface is not less than the 100 centigrade protruding 1mm to 4mm over mastic surface all complete as per MORTH Rev-5.
Providing and laying Bituminous Concrete of 40 mm compacted thickness (Grade-II) using VG 40 grade bitumen which shall consist of construction of a single course wearing course on a previously prepared bituminous base in accordance with the requirement of the specifications and in conformity with the drawing, including hire and fuel charges for all machineries required for construction, labour charges, etc complete as per clause 507 of MORT&H (Rev-V) specifications. (Using CMP, Paver Finisher and Vibratory Roller).
Providing Service Roads (Pollachi Side at Ch : 0/040 - 0/ 600 L/s & R/s) ( Athupalam to Ukkadam side at Ch : 0/000 - 0/380 & Ch : 0/200 - 0/000 L/s & R/S) & (Ukkadam Side At Ch : 0/000 - 0/650 L/S & R/S) & (Palakad side at Ch : 0/040 - 0/1000 L/s & R/s)
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification for boxing (SS 20B)
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density etc., complete (as per clause 401 ) - for grading- V Material
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density etc., Complete (as per clause 406)
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over existing bituminous surfaces over existing surface
Dense Graded Bituminous Macadam (Table - 500-10)(Providing and laying dense bituminous macadam upto 75 mm thick with Central Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II
Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete 40 mm thick with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II
Providing Road furniture - Ukkadam - Athupalam Extension portion
Providing and Fixing of Retro Reflectorised cautionary, mandatory and informatory signs made out of high intensity Prismatic Grade sheeting confirming to IRC 67-2012 and ASTMD4959-09, type XI specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame mild steel angle 25mm x 25mm x 3mm and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by mean of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below G.L etc. for Other sign boards and with properly designed supports and foundation for Gantry Girders and the Retro Reflective sheeting used in signboards shall be covered under 7 year warranty issued by the sheeting manufacturer shall be produced by the contractor in accordance with clause 6.9 of IRC 67:2012 specification etc.complete.Direction Board
Supply, Erection and Commissioning of 16M High Mast System Complete hot dip galvanized and suitable for 45 Mets wind velocity and above. The High Mast structures should have head frame, which set, with steel wire rope of 4/6 mm dia, single durm and provided with galvanized lantern carriage suitable for 2 x 6 No's of Luminatries and panel board sysem wiring etc., complete as per standard specification, as directed by the departmental officer
Providing and Fixing 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 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 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 charges. 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 Spec.No.801) Cautionary Signs 90cm Equlater Triangle
Providing and Fixing 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 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 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 charges. 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 Spec.No.801) Cautionary Signs 60cmCircular
Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection - moulded thermoplastic body with an isosceles trapezodidal structure of length, width and height not less than 15cm and 10cm respectively and thickness not less than 1.80mm, the body structure shall be rounded at its acute angle, all the corners ans edges. The plastic used for moulding the Median Marker shall have a minium Notched Izod impact strength value of 600 J/M at room temporature, when tested in accordance with ASTM D 256 and shall retain at least 0% of this value when subjected to accelerated weathering for 1000hrs as per ASTM or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The median marker shall have rectangular shaped, fluorescent yellow colour retro-reflective sheeting of size not less than 8.5cm x 8.5cm and with fully reflective microprismatic cube corners as its retro-reflective elements as per 67-2012 and ASTM D 4956-09 type XI Specification reflectivity values. The Retro Reflective sheeting shall be one or both sides of the median Marker and shall be edge protected with no exposed edges which will prevent edge lifiting, vandalism, sheerting damage, etc., The median Marker shall be fixed by a combination of epoxy adhesive and grouting. Median Marker
Providing and Fixing 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 25mmc25mmc3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The signpost should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm size including coast and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the workas directed by the engineer in charge. high intensity Retro - Reflectro sheet shall consist of minimum coefficient of Rero - 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)- Hazard Marker.
Providing and Fixing 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 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 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 charges. 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 Spec.No.801) Cautionary Signs 60 x 45 cm Rectangular board
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 100mm 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)
Providing and fixing reflective road studs of 'category A' Rasied pavement markers made out of poly carbonate/ methyl methecrylate/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 D 4280. 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 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Eachreflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The Strength of detachment of the intergrated cylindrical shanks,(of diameter not less than 19 +/-2mm and height not less than 30+/ - 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resign based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MOR&H Specification 804 et., complete.
Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms per sqm area, thickness of 2.5mm 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
Preparation of site for the Construction of 1st level Flyover along Athupalam – Ukkadam in Coimbatore City.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure 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 for Dismantling Brick / Tile work in cement mortar and stone masonry in cement mortar.
STONE MASONRY
BRICK MASONRY
Dismantling of existing structures like culverts, bridges, retaining walls and other structure 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 for Dismantling cement concrete
Excavation including removal an satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sectons shown in the drawings or as indicated by he Engineer
Dimantling of existing ructuelike culverts,, bridges, retaining walls and other structure comprising of masonry,cementt cncrete, wood work, steel work, including T&P and scaffolding wherever ncessaryy, sorting the dismantled material, disposal of unservicable material and sacking te sericeable material with all lifts and lead of 1000 mtres for Dismantling Prestressed /reinforced cement concrete grade M -20 & Above.
Doors should be flush type and in general two doors should be provided in office rooms. Windows should be steel glazed type with fan - light above, and total area of windows should be 15% to 20% of the floor area of the room for ventilation and light. metal windows gove a greater proportion of glass area than timber and hence metal windows are preferable.
Dismantling stone flagged or tiled floor and single tiled of any kind
Dismantling of AC sheet roofing about timbers
Paintings
Providing and applying one coat of epoxy primer and two coats of coal tar epoxy paint to all concrete surfaces in contact with earth in foundation and substructure in contact with earth in labour, transportation and preparing the surfaces by cleaning, washing, brushing sand / grit blasting etc., complete as directed by Engineer and as per specifications. (Paint shall be got approved from Engineer and tested from approved laboratory).
Painting two coats of surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered surface, kerb stones , including cost of all material ,, labour, loading, unloading lead lift transporting etc complete in accordance wit MoSRT&H specification 803 for crash barrier.
Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade on Steel Surfaces.
Lighting Arrangement in Ukkadam - Athupalam Extension portion
Supply , Fixing and erection of Pole Stand for 8.00 metre MS street light tubular pole on the pherapet wall on the bridge with the size of 'L' angle 50mm x 6mm thick and MS flat of size 50mm x 6mm thick with the Base plate of size 450 x 300 x 12mm and Full threaded bolt of size 200mm x 20mm - 4nos. and tower bolt of size of 150mm x 12mm - 12nos.
Cost of Foundation materials & labour , Elec , materials & Al. paint , Labour for erection & painting , Ladder hire charges( Anclor Bolt Foundation ) ( Fuse box to luminarie shall be wired with 3c x1 sq.mm PVC insulated multistranded flexible copper triling flat / round cable)as per CMA
Supply and clamping of 50mm dia GI pipe for service and Road crossing
Supply and clamping of 40mm dia HDPE pipe
Supply and Fixing of 4x16sq.mm PVC armoured LTUG cable ap.no.82 SD NO.221
Supply and fixing of cable gland for 4 x 16 sq.mm LTUG armooured cable with eath connection
Supply and providing cable End termination of 4 x 16 sqmm PVC LTUG Aluminium armoured cable with necessary aluminium cable socket by crimping stc., with Electricals Connection complete
Supply of one no. of 8mtr MS street lamp post with 2.00 mtrs MS straight Single Bracket
Supply and fixing of 3/4" (20mm) GI bracket with 1.2m length MS clamp with Bolt and nuts etc complete as CMA rate s.no.7
Supply of 120w LED street light fittings for heavy traffix roads etc. complete as per direction of departmental officersas
Labour charges for fixing 120w LED street light fittings for heavy traffix roads etc. complete as per direction of departmental officers
Supply and run of 56/0.3 (4sq.mm) Multistranded fire retardent flexible copper cable with ISI mark from connection box to light fittings etc., comlete as per the direction of departmental officers
Supply and fixing of SMC loop pillar box ( with Tinned Copper current carrings part) with suitable wooden board with 6A SP MCB
Providing of Earthing as per PWD standard with an earth electrode of 2.0mtr class 'B' GI pipe of dia no t less than 32mm complete with necessary masonry work
Three Phase service connection box concrete work : supply and erecting centering for side soffits including supports and strutting of size (1.00x1.00x1.30 mtrs) using 8mm rods and reinfroced cement concrete in cement mortar 1:1.5:3 mix ( one cement, one and half sand and three aggregate) using 20mm hard broken granite jelly fronm approved quarry for 10m3 including vibrator charges and curing(RCC works) along with bed bolt of 1600mm long etc. complete as per the direction of departmentasl officers
Supply and fixing of VERTICAL THREE PHASE DISTRUBUTION BOARDMODULE TYPE WITH IP42 PROTECTION 12way TPMCB sheet Steel distribution boards flush type / surface type fitted With Bus bars and neutral links with single / three Phase MCB outgoings and separate 4 way provisions for accommodating one no.4 pole Incoming MCB / isolator and another separate 4 way provision for accommodating on eno.4 pole incoming MCB . Isolator and another Separate 4 way provision for accommodating on end.4 pole ELCB/RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm (separate provision shall be given for MCBs,Isolators, ELCB/RCDin ) ( MS angle iron of size 11/2"x11/2"x1/4" mounting) ( the above DB shall be pre wired with suitable size PVC pr wire) No. of outgoing ways – 36 way (with Metal door cover) Supply and fixing of TNEB meter board suitable for 3 phase 200A Service connection made up of suitable angle iron frame work of Size 3feetx2 feet using angle iron of size 1 ½” x 1 ½” x ¼” rigidly Fixed on wall covered with hylum sheet of size 3 feet x 2 feet of 12mm thickness with necessary bolts and nuts supports and supply And fixing of 3 nos. 200A fuse units (500v) 1 no. neutral link, copper Earth flat of size 1”x ¼” with inter connection of EB meter to fuse Units by 19/16 PVC insulated copper wire with earth connection Complete Supply and fixing of 63 amps / 3 phase icroprocessor based Digital Automatic street lighting ON/OFF controlling Timer Units as per departmental specification
Providing Barricading arrangements
Hire charges for barricade of minimum 3m height, around the site permisses of 94kg/m using ISMC 100 as trasom & vertical and 3 mm tk MS sheets with bottom support of ISMC 200 including nailing to the floor, cost of fabrication Fitting and placing in position using granes, painting reflective stickers, provision for contionus lighting arrangements in centre In straight rows or as required at the site without hinderance to the traffic (No additional payment shall be made for extended period of contract)
Retro - Reflectorised Traffic Signs (without defenition board) Type - IV Providing and Fixing of Rectro Reflectorised Cautionary Mantatory and Informatory sign (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 over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle 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 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 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- Reflection as per Table 6.6 of IRC 67-2012. The retro-reflectro sheeting shall be covered under 7 years warrenty issued for field performance and a certified copy of three year outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H Specification No.801) (90 cm equilateral triangle)
Retro - Reflectorised Traffic Signs (without defenition board) Type - IV Providing and Fixing of Rectro Reflectorised Cautionary Mantatory and Informatory sign (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 over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle 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 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 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- Reflection as per Table 6.6 of IRC 67-2012. The retro-reflectro sheeting shall be covered under 7 years warrenty issued for field performance and a certified copy of three year outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H Specification No.801)60 cm circular board)
Providing and erecting 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 o.60m below ground level. The sign post should be painted asper IRC 67-2012 and firmly fixed to the ground by means of properly designed foundatin with M15 grade cement concrete 45cm x 45cm 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 consist of minmum coefficient of Retro - reflection asper Table 6.6 of IRC 67-2012. The Retro - Reflective sheeting shall be covered under 7 years warranty issued for filed performance and a certified copy to three years outdoor exposure report shall be obtained asper IRC 67.2012. (asper MORT&H Specification No 801) Area upto 0.90 square metre
Road Delineators Supplying and Installation of delinetors (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 of 75 mm dia circular reflectorised panels at the top, buried or pressed into ground and conforming to IRC 79 etc., completed (asper MORT &H specification No.806)
Providing vibrated Reinforced cement concrete median of grade M25 Design Mix, using 20 mm and 12mm ISS metal, 0.610m at bottom 0.250m at middle 0.150 at top and to height of 0.860 m from the road level including cost and conveyance of all matarials to the work site, Rendering smoothness over the CC surface with 10 kg of cement for 10 Sqm area and painting two coats over the CC surfaces with best approved quality of synthatic enamal paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed as directed byt he departmental officiers etc., complete for CRASH BARRIER to Center Median
Reconstruction of Double cell box culvert (2 x 3 x 3) in Athupalam Side
Dismantling the existing Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc,. complete
Plain Cement Concrete in 1:2:4 using 40 mm ISS HBG metal including coast and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete as per relevant standard specification of for Below sill
Plain Cement Concrete in M20 using 40 mm ISS HBG metal including coast and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete as per relevant standard specification of for wing wall
Vibrated Reinforced Cement Concrete in M25 (Design Mix) using 20 mm ISS HBG metal including coast and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete as per relevant standard specification of for Base Slab, Cover Slab and Side walls
Supply and fabrication of Grade Fe500D steel required for all RCC items of works involved in the schedule including cost of steel fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, etc., complete. -1 tonne
Providing and fixing of G.I Drainage spout OF 100mm dia as per GOI drawing no SD/205 with grating arrangament at top as shown in the drawing and 100 m drainage spouts,Projected at least 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete
Providing and fixing 110 mm dia PVC SEEPAGE pipe of required length for abutment and wing including cost and conveyance of all materials to worksite, cost and labour for 100mm dia semi_spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill. -1 No
Vibrated Reinforced Cement concrete M40 Design mix using Graded hard granite machine broken stone including cost and conveyance of all materials including cement including all labour charges for mixing concrete laying, vibrating, hire charges for tools and plants compacting, curing with all leads for soft water, cost of premoulded expansion joints and fixing the same in position including all other incidental charges etc., deck slab and crash barrier including Cost of Steel and form work with labour charges etc.,
Filling with earth from borrow pitl including cost and conveyance of gravel to work site 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.
Reconstruction of Box Culvert (1x3x3)m - at Ch : 440 of Valankulam bypass road (1 No), Palakad Puttuvikki road (2 Nos)
Dismantling the existing Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
Earth work Excavation in all classes of soils except rock classification and deposting on bank with all leads and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam whereever necessary for dressing the bed below sill level etc., complete as per standard specification FOR FOUNDATION OF CULVERT
Plsin Cement Concrete of Nominal Mix 1:2:4 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications,below foundation
Vibrated Cement Concrete of grade M20 Nominal 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for wing wall
Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX
Supply and fabrication of Grade Fe500D steel required for all RCC items of works involved in the schedule including cost of steel fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, etc., complete. -1 tonne
Providing and fixing of G.I Drainage spout OF 100mm dia as per GOI drawing no SD/205 with grating arrangament at top as shown in the drawing and 100 m drainage spouts,Projected at least 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete
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 cost of 75mm uniform thickness over deck slab and approach slab.
Vibrated cement concrete of grade M20 using ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for Wings walls, Toe walls, Curtain walls & parapet wall..,
Providing Rainwater harvesting to the Fly over
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 COLLECTION CHAMBER
Filling with quarry dust in and around the GI pipes including cost and conveyance to work site, labour for filling, compaction by watering and all other incidental charges etc., complete.
Vibrated cement concrete M20 Grade using 20 mm ISS graded HBG metal including cost and conveyance of all materials to site including cost and labour charges for formwork and centering, labour charges for compacting, curing, including all incidental charges and complete as per standard specification for Base slab of Collection chamber
Vibrated Plain Cement Concrete M-20 using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for Side walls of collection chamber
Vibrated Reinforced Cement Concrete M-25) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for Cover slabs of collection chamber
Supply and fabrication of Fe /500D steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete for cover slab of collection chamber
Supplying and fixing of 160mm dia, 4kg/sqm PVC pipes including fixing in postion with solution and necessary hold fasts @ 3m c/c, charges for working in heights, necessary accessories such as Tees, bends etc., including cost and conveyance of all materials to work site, all labour charges and all other incidental charges etc.,complete
Supplying and fixing of 160mm dia, 6kg/sqm PVC pipes including fixing in postion with solution and necessary hold fasts @ 3m c/c, charges for working in heights, necessary accessories such as Tees, bends etc., including cost and conveyance of all materials to work site, all labour charges and all other incidental charges etc.,complete for chamber outlet.
Pier protection and land scaping Athupalam Side and Ukkadam Side
Earth Work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per standard specification No. 301 of MORTH for Box drain.
Cement concrete Nominal mix 1:3:6 using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for BASE COURSE below Foundation of Abutment and piers and LEVELLING COURSE below pile caps. as per MoSRT&H techmical specification 1500,1700& 2100
Vibrated Reinforced Cement Concrete of grade M25 (Design Mix) in pier protection using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H specification clause 1500,1700 &2200 for Median Barricade
Supply and fabrication of steel FE 500D Grades, in pier protection and Barricading including cost of steel at site and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and 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. asper MoSRT&H technical specification clause 1600 & 2200
Filling around foundation with earth including levelling watering and compaction etc., complete.
Spreading of Sludge farm yard mauare and good earth in required thickness (Cost of Sludge, farm yard manuare and good earth to be paid for separately) including cost of all labour, lead lift etc., complete.
Making Lawns including ploughing and breaking of clod, removal of rubbish, gressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at the rate of 0.18 Cum per 100 Sqm including cost of all labour, material, lead, lift, hire charges of machineries, transportation etc., complete.
Maintenance of Lawns with fine grassing for the first year including cost of all material, labour, lead, lift, watering, hire charges of machinaries, transportation etc., complete.
Providing W Beam Crash Barrier over Median in the work of "Extension of flyover along Athupalam and Ukkadam Junction up to Oppanakara street in coimbatore city."
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70 Metre, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge.
Calculation of SubTotal, GST and Total carried out by system automatically
Sub Total Amount for above all items
GST 12% for the above SubTotal Amount
S.P.K. AND CO..,
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