Construction of High Level Bridge at Km. 17/8 of Kanur - Thiruppunavasal road in lieu of existing causeway across Pambar River

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 SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for PILE CAPS UNDER ABUTMENTS AND PIER FOR FOUNDATION as per MORT&H Vth Revision 300.

Providing and driving in position permanent MS liners for piles from bottom of pile cap as per Cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating welded construction with consumable labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirement and as per standard specification and placing them in position with all leads and lift , Complete as per MORT&H Vth Revision 1100 & 1600

Providing Reinforced Cement Concrete cast-in-situ bored piles of 1200 mm diameter in RCC using M35 (Design mix) using 20mm ISS HBG Metal with minimum cement content of 400 Kg/cum maximum water cement ration of 0.4 and slump of 150-200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing in position before concreting seting up of piling equipment, shifting the same from onelocation to another pile location , dismantling and including all labour for boring through all soils , leading the excavated earth to a distance 200m including forming of working platform, mixing concrete, filling in position by tremie pipe, cutting of pile head to cutt 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 ABUTMENTS & PIERS as per MORT&H Vth Revision 1100 & 1700.

Cement concrete M15 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW PILE CAPS as per MORT&H 1100.

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for PILE CAPS UNDER ABUTMENTS, RETURNS & PIERS as per MORT&H Vth Revision 1100, 1500 & 1700.

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for ABUTMENTS & RETURN WALLS as per MORT&H Vth Revision 1500, 1700 & 2200.

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for CIRCULAR PIERS 1500MM dia as per MORT&H Vth Revision 1500, 1700 & 2200.

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER ABUTMENTS as per MORT&H Vth Revision 1500, 1700 & 2200

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for CAPPING BEAMS OVER PIERS as per MORT&H Vth Revision 1500, 1700 & 2200

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for PEDESTAL OVER ABUTMENTS & PIERS as per MORT&H Vth Revision 1500, 1700 & 2200

Supplying and fixing Elastomeric bearing of size 400x300x64mm including cost and conveyance charges etc., to work site labour for fixing of bearing in position and all other incidental charges complete as per MORT&H Vth Revision 2000 and IRC:83-2015 (Part-II)

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for T-BEAM & CROSS BEAMS as per MORT&H Vth Revision 1000, 1500, 1600, 1700 & 2300

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB, KERB & SAFTEY KERB as per MORT&H Vth Revision 1500, 1700 & 2300.

Vibrated Reinforced Cement Concrete M-40 (Design mix) using 20mm and 12mm ISS size HBG graded metal including cost and conveyance of all materials to site but excluding cost and conveyance and fabrication of steel including cost and labour charges for form work, labour charges for laying, compacting, curing, including all incidental charges etc., complete for CRASH BARRIER OVER DECK SLAB & RETURN WALLS as per MORT&H Vth Revision 811, 1600, 1700 & 2703.3

PROVIDING AND FIXING OF GALVINISED IRON DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete for as per MORT&H Vth Revision 2705

Supply and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge works Vth Revision2013 published by Ministry of surface Transport (Road Wing) in the 40mm wide expansion gap provided in between decks and in between decks over Piers andin between Deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section of MORT&H Vth Revision 2600.

Compacted Plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB & SAFETY KERB RAMP as per MORT& H Vth Revision 1500, 1700 & 2704

Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for APPROACH SLAB as per MORT & H Vth Revision 1500, 1700 & 2704

Vibrated Reinforced Cement Concrete M30 (Design mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for SAFETY KERB RAMP IN APPROACH SLAB as per MORT & H Vth Revision 1500, 1700 & 2704

Vibrated Cement Concrete M30 (Design mix) with surface reinforcement using 20mm, 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to work site, but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab and Approach slab as per MORT&H Vth Revision 1500, 1600, 1700 & 2702.2

Providing and fixing weep holes with 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706

Providing filter media behind the abutments and return Wall using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014

Filling behind abutments and returns wall with clean gritty free draining gravel including cost and drainiing gravel havinf PH Value more than 35 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 as per MORT&H Vth Revision Cl.710.1.4 & Appendix-6 of IRC: 78-2014 & Cl.305

Supply and fabrication of High Corrosion Resistant Marine steel grade Fe-500 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,hoisting 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., with suitable anticrossive treatment upto 16mm dia as per MORTH Vth Revision 1600.

Supply and fabrication of steel grade Fe-240 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,hoisting 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., with suitable anticrossive treatment as per MORTH Vth Revision 1600.

Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths.

Providing and erecting Direction and Place Identification Retro¬reflectorised Signs made out of Micro Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2min thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro -reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MORT&H Specification No.801) for Scheme Board

FORMATION OF APPROACH ROAD

Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 95% compaction for formation as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305 & 900

Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305 & 900

Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth 111, 112, 401 & 900

Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406 & 900

Providing and laying of Prime coat using Emulsion bitumen (SS1) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502 & 900

Providing and laying of tack coat using Emulsion bitumen (RS1) at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503 & 900

Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen(VG30) which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORT& H Vth Revision 111, 112, 501, 504 & 900

Providing and laying 30mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507 & 509

FORMATION OF DIVERSION ROAD

Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 95% compaction for formation as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305 & 900

Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305 & 900

Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth 111, 112, 401 & 900

Providing and laying, spreading and compacting graded stone aggregates to crusher run macadam specification including premixing the materials with water at OMC carriage of mixed materials by tipper to site laying in uniform layers in sub base / base course on well prepared surface a and compacting with vibratory roller to achieve the desired density as per MORT&H Vth Revision 111, 112, 407 & 900

Providing and laying of Prime coat using Emulsion bitumen (SS1) at the rate of 9Kg/10 Sqm. over the CRM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502 & 900

Providing and laying of tack coat using Emulsion bitumen (RS1) at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503 & 900

Providing laying and rolling close graded premix carpet 20mm thick with a liquid seal coat Type’A’ which shall consist of close graded carpet of 20mm thickness in a single course composed of suitable small sized aggregates premixed with bituminous binder with a application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specifications using (VG 30) 60/70 Bulk Bitumen as per MORT&H Vth Revision 111,112, 501, 508, 509 & 900

Supplying fixing and hoisting of NP3 Class 1000mm inner dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete for as per MORT&H Vth Revision 2900

CONSTRUCTION OF RCC RETAINING WALL

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for RETAINING WALL as per MORT&H Vth Revision 300.

Plain cement concrete M10 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOUNDATION OF RETAINING WALL (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700 & 2100

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALL as per MORT & H Vth Revision 1000, 1500, 1700 & 2100

Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for STEM OF RCC RETAINING WALLS as per MORT & H Vth Revision 1000, 1500, 1700 & 2100

Vibrated cement concrete M15 Grade (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for PARAPET as per MORT& H Vth Revision 1500, 1700 & 2704

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706.

Supply and fabrication of High corrosion resistant Marine (HCRM) Fe-500 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,hoisting 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., with suitable anticrossive treatment upto 16mm dia as per MORTH Vth Revision 1600.

CONSTRUCTION OF PCC RETAINING WALL

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF RETAINING WALL as per MORT&H Vth Revision 300.

Plain cement concrete M10 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW RETAINING WALL FOUNDATION FOOTINGS (Below Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700 & 2100

Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOUNDATION OF RETAINING WALLS (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700 & 2100

Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for BODY WALL OF RETAINING WALL (Above sill level) as per MORT&H Vth Revision 1000, 1500, 1700 & 2200

Plain Cement concrete M15 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for GUIDE PILLARS as per MORT&H 1000 & 1100.

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706.

DISMANTLING

Dismantaling the existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202

Dismantling the RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per direction of Engineer incharge.

PAINTING THE BRIDGE

Painting two coats with approved Cement Paint over the priming coat surface using fitst class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning preparing the surface painting and curing all etc., complete.

Painting two coats with ready mix plastic Emulsion paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc.,

Sub Total Bid Price (in figures)

GST @ 18% of above all Schedules (in figures)

V MEENAL AND CO

M.R. Hi-Tech Engineers Private Limited