Construction of Bridge at Ch.3425 of Pullur E.Keeranur road Across Local Odai

Amount

Construction of Major Bridge at pullur E. Keeranur road ch 3425m across Local odai Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank as perSS20B with all leads and lifts and allother incidental charges such asbailing out water shoring strutting walling & forming protective bunds wherever necessary etc.,complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL

Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank as perSS20B with all leads and lifts and allother incidental charges such asbailing out water shoring strutting walling & forming protective bunds wherever necessary etc.,complete as per relevent standard specification for foundation under Abutments and Piers

Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with allleads & lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing & maintaining necessary cofferdams, sheeting, shoring, bracing and theirsubsequent removal, removal of all logs bracing & their subsequent and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all materialsetc.,complete as per relevent standard specification for (open FOUNDATION ,cut off wall) under abutments and piers below sill level.

Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with allleads & lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing & maintaining necessary cofferdams, sheeting, shoring, bracing and theirsubsequent removal, removal of all logs bracing & their subsequent and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all materialsetc.,complete as per relevent standard specification for Toe/Cut of wall

Vibrated Cement Concrete of grade M15 (nominal mix 1:2:4) using 40mm , 20mm and 10mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURE BELOWAbutment,Wings and Piers

Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using 40mm , 20mm and 10mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete as per relevent standard specification for Toe wall / Cut of wall

Vibrated Cement Concrete of grade M15 (nominal mix 1:2:4) using 40mm , 20mm and 10mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Rigid Apron

Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) using 20mm and 10mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete as per relevent standard specification for Rigid Apron

Reinforced cement concrete M30 design mix using using 20mm and 10mm HBG metal including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for footing under Abutment,Wings and Piers

Reinforced cement concrete M30 design mix using using 20mm and 10mm HBG metal including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for Substructure of Abutment,Wings below sill level

Reinforced cement concrete M30 design mix using using 20mm and 10mm HBG metal including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for Substructure of Abutment,Wings above sill level

Reinforced cement concrete M30 design mix using using 20mm and 10mm HBG metal including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for Rcc circular column pier below sill level

Reinforced cement concrete M30 design mix using using 20mm and 10mm HBG metal including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for Rcc circular column pier above sill level

Reinforced cement concrete M30 design mix using ISS graded hard granite crushed stone including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for dirt wall cum bed block over abutments

Reinforced cement concrete M30 design mix using ISS graded hard granite crushed stone including cost and conveyanceof all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, labour charges for mixing,transporting and placing in position, vibrating and compacting, finishing and curing, all other incidental charges etc.,completeas per specification for Rcc capping beam above column pier

Providing and fixing seepage pipes of 100 mm PVC pipes of required lengths for End Side Wall and Retaining wall including cost and conveyance of all materials to work site , cost and labour for 900 mm dia semi -spherical arrangements100 mm size broken granite chips at the periphery and labour for fixing , etc., complete drain the backfill in between the abutments and returns

Providing and fixing Kraft Paper for full width of seating of deck slab and including including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complte.

Vibrated reinforced cement concrete M30 (Design mix) using using 20mm and 10mm HBG metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing transporting, placing in,positionvibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all otherincidental charges etc complete as per standard specification for Deck SLAB, kerb

Vibrated reinforced cement concrete M30 (Design mix) using using 20mm and 10mm HBG metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing transporting, placing in,positionvibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all otherincidental charges etc complete as per standard specification for rcc hand rail and posts over deck slab

Vibrated reinforced cement concrete M30 (Design mix) using using 20mm and 10mm HBG metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering soft water labour charges for mixing transporting, placing in,positionvibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all otherincidental charges etc complete as per standard specification for approach slab

Vibrated Cement Concrete of grade M20 using 20mm and 10mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete as per relevent standard specification for parapet over wing wall

Supply and fabrication of Fe- 500 and Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods strengthening, cutting bending,tying grills, including overlaping to the required length wherever necessary and placing the 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.

Providing filter media behind the abutment and wings with clean III graded material 53mm to 5.6mm to 600mm and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work siteincluding all labours and other incidentalcharges including hire charges forfor tools and plants employed etc.,for filter media as per MOST's (Roads Wing)specifications for Roads and Bridges Fourth Revision Cl. 309-3-2-13 and 305-4-4 etc.,complete.

Filling behind the End Side wall of abutment and wings with clean gritty gravel to including cost and conveyance of gravel to worksite, laying,handling,charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other charges etc complete .

Supply and fixing of High quality of PVC expantion joint including cost and conveyance of pipes to the site 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 for 1 RM

.Vibrated Cement Concrete of grade M15 using 40mm, 20mm and 10mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying and curing concrete working in heights and Hire charges for Tools and Plants and all other incidental chargesetc., complete as per relevent standard specification for BASE COURSE BELOW APPROACH SLAB

Vibrated Cement Concrete of grade M30 using 10mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water,labour charges for mixing, transporting,laying and curing concrete working at heights hire charges for Tools and Plants including all other incidental charges etc. complete as per standard specification over deck slab and approach slab

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawings SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them inposition etc., complete

Retaining wall Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with allleads & lifts as per SS20B, including cost of all labour, equipments and allincidental charges such as providing & maintaining necessary cofferdams, sheeting, shoring, bracing and theirsubsequent removal, removal of all logs bracing & their subsequent and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all materialsetc.,complete as per standard specification for Retaining wall

Vibrated Cement Concrete of grade M15 (nominal mix 1:2:4) using 20mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for retaining wall foundation

Vibrated Cement Concrete of grade M20 (design mix ) using 20mm and 12mm ISS size HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete as per relevent standard specification for Substruture of retaining wall below sill level

Vibrated Cement Concrete of grade M20 (design mix ) using 20mm and 12mm ISS size HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete working at depths,Tools & Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete as per relevent standard specification for Substruture of retaining wall above sill level

Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc.

Approach road Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using the carted earth with a lead of 2km for formation of Approach Road. 98% Compaction

100% Compaction

Construction of granular sub-base as per table no 400-1/400-2 by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III for sand,gravel and 6mm aggregate mix

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges as per MOST specification using Type A, Type B, Type C as per clause 510

Providing and laying seal coat including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores using Type A, Type B, Type C as per clause 510

Supply of f NP3 class RCC pipes confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.

Provision for Name Board

Provision for PMGSY Logo Board

Provision for Sign Board

Provision for Reflector - Traffic signs

Provision for Citizen Information Board

Provision for Maintenance Board

Provision for Safe Load Test

Provision for Soil investigation charges

Towards the charges for routline maintenance of the bridge work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

AMMAN CONSTRUCTION