TN No 05/2025-2026/LC.No.41

Amount

Earth work excavation in all classes of HGS except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges, backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT&H specification (V Revision) FOUNDATION OF ABUTMENT, PIERS AND RETAINING WALLS.

Upto 2.00m depth

Upto 2.00m to 3.00m depth

Upto 3.00m to 4.00m depth

Plain Cement Concrete M10 (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL, ABUTMENTS AND PIERS resting in soil

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths and hire charges for tools & plants including all other incidental charges etc.,complete as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOOTING OF ABUTMENTS AND RETURNS

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOUNDATION OF PIERS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOUNDATION OF RETAINING WALL.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for RETAINING WALL (Below ground level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for RETAINING WALL (Above ground level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for SUB STRUCTURE OF ABUTMENT AND RETURNS (Below ground level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for SUB STRUCTURE OF ABUTMENT AND RETURNS (Above ground level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights and hire charges for tools & plants including all other incidental charges, etc.,complete, for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for COLUMN PIER 1500mm dia (Below ground level) Single circular column pier

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for COLUMN PIER 1500mm dia (Above ground level) Single circular column pier

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS Over Piers P1 to P20

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for PEDESTALS OVER PIERS ANND ABUTMENTS

Supply and fixing of Elastomeric bearing of size as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORT&H specification (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for T- BEAMS AND CROSS BEAMS.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for DECK SLAB.

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge works-IV th revision 2001 published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT&H specification (V Revision)

Vibrated reinforced cement concrete M 40 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER.

Vibrated Cement Concrete M15 (Nominal mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all lablour charges for mixing, laying and curing concrete, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB.

Vibrated reinforced cement concrete M 35 (Design mix) using 20 mm 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 cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2704 of MORT&H specification (V Revision) for APPROACH SLAB.

Providing and fixing of G.I.Drainage spouts 100mm dia asper GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,. complete as per cl 2705 of MORT&H specification (V Revision)

Vibrated Reinforced Cement Concrete M30 (Design mix) 75mm uniform thick using 25mm,12mm,6mm ISS HBG graded metal, including cost and conveyance of all materials to work site including all leads for softwater, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete as per cl 2702.2 of MORT&H secification (V Revision) for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.

Providing and fixing Class I PVC seepage pipes of 100 mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per cl 2706 of MORT&H specification (V Revision)

Providing FILTER MEDIA behind Abutment and wing walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H 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, etc complete as per cl 710.1.4 & Apeendix 6 of IRC 78-2014

Filling behind abutments and returns as per Appendix 6 of IRC:78-2014 with clean gritty free draining materials including cost and draining material having Ø value more than 35 degree, conveyance of gravel to worksite, laying handling charges and filling in layer, tamping under optimum moisture contentto get the maximum density including watering with all leads and lifts for water and all other incidental charges etc., complete

Supply and fabrication of Fe-500D (HSD) 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 laping to the required length wherever necessary and providing to the reinforcement 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 as per cl 2706 of MORT&H specification (V Revision)

Supply and fabrication of Fe-240 steel required in the schedule, including cost of steel at site and cost of providing and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 as per cl 2706 of MORT&H specification (V Revision)

FORMING APPROCAHES TO THE ROB

Excavation including removal and satisfactory removal disposal of all materials necessary for the construction of road way and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as instructed by the Engineer for BOXING as per clause of 301 of MORTH Rev-5

Filling materials inside Retaing wall 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 the water and all other incidental charges etc., complete for approaches.

Providing FILTER MEDIA behind Retaining wall for 600mm thickness using filter material conforming to clause 309.3.2.B of MOST well packed with small size towards the soil and bigger size the wall including cost and conveyance to work site including all other incidental charges etc., complete.

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 complete as per clause 401 (for Grade-V Material)

Providing and laying, spreading and compacting graded stoen aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORTH Rev-5.

Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5.

Providing and laying Tack coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion RS-1 per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5.

Providing and laying 110mm compacted thick in single layers of Dense bituminous macadam using 0.40 cum of 37.5-13.2mm, 0.35 cum of 13.2-2.36mm and 0.36 cum of 2.36mm and below size IRC metal with 71.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone Vibratory / Pneumatic roller to ther required density etc., including labour charges for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory / pneumatic roller and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORT&H Rev-5

Providing and laying Bitumen concrete to 30mm using 0.13 cum of 19.00-9.5mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm and below and with 50.30kgs of VG 40 bitumen for premixing per 10sqm including cost and conveyance of all matreials to CMP site, heating the bitumen and aggregate to requied temperature and mixing them in required temperature in central hot mix palnt 20-30 ton capacity, conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory/pneumatic roller to the required density etc,. including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher/ 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and palnt required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 MORTH Rev-5

PROVIDING SERVICE ROAD

Excavation including removal and satisfactory removal disposal of all materials necessary for the construction of road way and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as instructed by the Engineer for BOXING as per clause of 301 of MORTH Rev-5

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 complete as per clause 401 (for Grade-V Material)

Providing and laying, spreading and compacting graded stoen aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORTH Rev-5.

Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5.

Providing and laying Tack coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion RS-1 per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5.

Providing and laying 80mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm and below size IRC metal with 53.20kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone Vibratory / Pneumatic roller to ther required density etc., including labour charges for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory / pneumatic roller and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORT&H Rev-5

Providing and laying Bitumen concrete to 30mm using 0.13 cum of 19.00-9.5mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm and below and with 50.30kgs of VG 30 bitumen for premixing per 10sqm including cost and conveyance of all matreials to CMP site, heating the bitumen and aggregate to requied temperature and mixing them in required temperature in central hot mix palnt 20-30 ton capacity, conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory/pneumatic roller to the required density etc,. including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher/ 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and palnt required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 MORTH Rev-5

PROVIDING RETAINING WALL ON VENNAMPATTY SIDE AT END OF APPROACHES

Earth work excavation in all classes of HGS except hardrock requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges, backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT&H specification (V Revision) Retaining wall

Plain Cement Concrete M10 (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1100, 1500 & 1700 of MORT&H specification (V Revision) for FOUNDATION OF RETAINING WALL.

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for RETAINING WALL (Below ground level).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for RETAINING WALL (Above ground level).

Providing and fixing CLASS I PVC seepage pipes of 100 mm dia of required lengths for abutments and returns and retaining walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill.

Providing FILTER MEDIA behind Retaining wall for 600mm thickness using filter material conforming to clause 309.3.2.B of MOST well packed with small size towards the soil and bigger size the wall including cost and conveyance to work site including all other incidental charges etc., complete.

Filling materials inside Retaining wall 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 the water and all other incidental charges etc., complete for approaches.

Vibrated reinforced cement concrete M 40 (Design mix) using using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools & plants including all other incidental charges etc., complete as per section 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER.

Supply and fabrication of Fe-500D (HSD) 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 laping to the required length wherever necessary and providing to the reinforcement 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 as per cl 2706 of MORT&H specification (V Revision)

PROVIDING JUNCTION IMPROVEMENTS ON SH SIDE OF THE ROB

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for boxing

Filling materials inside median and compaction 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 the water and all other incidental charges etc., complete for approaches.

Plain Cement Concrete M15 (Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW median and Islands

Vibrated Cement concrete M25 using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per relevant standard specification for median and Islands

Providing and laying tack coat over Existing BT surface using 2 kg of bitumen emulsion (RS using Bulk Bitumen VG10 at the rate of 2 kg per 10 sqm over the) per 10 sqm for preparatory to another bitumenous construction over it including cost of materials , labour charges , rentals for machinery, fuel and all other incidental charges etc,. complete as per clause 503 of MORT&H-Vth revision.

Providing and laying 110mm compacted thick in single layers of Dense bituminous macadam using 0.40 cum of 37.5-13.2mm, 0.35 cum of 13.2-2.36mm and 0.36 cum of 2.36mm and below size IRC metal with 71.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone Vibratory / Pneumatic roller to ther required density etc., including labour charges for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory / pneumatic roller and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORT&H Rev-5

Providing and laying Bitumen concrete to 30mm using 0.13 cum of 19.00-9.5mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm and below and with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all matreials to CMP site, heating the bitumen and aggregate to requied temperature and mixing them in required temperature in central hot mix palnt 20-30 ton capacity, conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory/pneumatic roller to the required density etc,. including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher/ 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and palnt required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 MORTH Rev-5

Painting two coats with ready mix plastic enamel paint with approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts for Zebra marking.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including refelectorising glass beads @ 250gms per sqm, 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 stradks and holes etc., complete (as per MORT & H SPECIFICATION No.803) for center line marking and edge line marking.

Providing and fixing of retro reflectorised cautionary, Mandatory and Informatory sign boards as per IRC:67-2001 made for high intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm and 60cm below ground level etc., complete (as per MORT & H SPECIFICATION) SH SIDE

90 Cm Equilateral Triangle

60 Cm Circular

90 Cm Octagon

Providing and fixing of retro reflectorised Hazard Marker Traffic Sign made out of High Intensity Prissmmaattic Grade Sheeting confirming to Type-IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 aannd firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materialss, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consists of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reeflctive sheeting shall be covered under 7 year warraantly issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORTH & H SPECIFICATION)

Providing and fixing reflective road studs of Catogory B raised pavement markers made out of poly corbonate/ABS moulded body and reflective panels (bi-reflectors) with micro prismatic lens capable of providing total internal face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH.33023/10/97-Do.III dt.11.06.97 and the length, height and width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat with in 1.3mm. The marker shall support a load of 13635kg tested in accordance with ASTM D4280. Lensess shall be moulded of Polycorbonate or Methlyl Methecrylate corfirming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sqm. The slope or retro-reflectory surface shall be 35+5 degree base. Each reflector shall have a CIL not less than values specified in table 2 of said MORT & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

Providing and fixing reflective road marker of Catogory B raised pavement markers made out of poly corbonate/ABS moulded body and reflective panels (bi-reflectors) with micro prismatic lens capable of providing total internal face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH.33023/10/97-Do.III dt.11.06.97 and the length, height and width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat with in 1.3mm. The marker shall support a load of 13635kg tested in accordance with ASTM D4280. Lensess shall be moulded of Polycorbonate or Methlyl Methecrylate corfirming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sqm. The slope or retro-reflectory surface shall be 35+5 degree base. Each reflector shall have a CIL not less than values specified in table 2 of said MORT & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

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 75mm 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 errecting direction and place identification retro-reflectorised sign as per IRC:67-2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on mild steel single angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmx45mmx60cm, 60cm below ground level as per approved drawing.

1. Signboard made of Retro-reflective Type-IV sheeting, ASTM D4956 specification

b) More than 0.9 sqm

PROVIIDNG JUNCTION IMPROVEMENTS ON VENNAMPATTY SIDE OF THE ROB

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for boxing

Filling materials inside MEDIAN including cost and conveyance of carted earth 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 the water and all other incidental charges etc., complete.

Plain Cement Concrete M15 Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE BELOW median and Islands

Vibrated Cement concrete M25 using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per relevant standard specification for median and Islands

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 complete as per clause 401 (for Grade-V Material)

Providing and laying, spreading and compacting graded stoen aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORTH Rev-5.

Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5.

Providing and laying Tack coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion RS-1 per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5.

Providing and laying 110mm compacted thick in single layers of Dense bituminous macadam using 0.40 cum of 37.5-13.2mm, 0.35 cum of 13.2-2.36mm and 0.36 cum of 2.36mm and below size IRC metal with 71.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone Vibratory / Pneumatic roller to ther required density etc., including labour charges for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory / pneumatic roller and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORT&H Rev-5

Providing and laying Bitumen concrete to 30mm using 0.13 cum of 19.00-9.5mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm and below and with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all matreials to CMP site, heating the bitumen and aggregate to requied temperature and mixing them in required temperature in central hot mix palnt 20-30 ton capacity, conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory/pneumatic roller to the required density etc,. including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher/ 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and palnt required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 MORTH Rev-5

Painting two coats with ready mix plastic enamel paint with approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts for Zebra marking.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including refelectorising glass beads @ 250gms per sqm, 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 stradks and holes etc., complete (as per MORT & H SPECIFICATION No.803) for center line marking and edge line marking.

Providing and fixing of retro reflectorised cautionary, Mandatory and Informatory sign boards as per IRC:67-2001 made for high intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm and 60cm below ground level etc., complete (as per MORT & H SPECIFICATION)

Vennampatty side

Retro Reflectorised Traffic-signs (without defenition board)

90 cm Equilateral Triangle

60cm Circular

90cm octagon

60cm square

Providing and fixing of retro reflectorised Hazard Marker Traffic Sign made out of High Intensity Prissmmaattic Grade Sheeting confirming to Type-IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 aannd firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materialss, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consists of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reeflctive sheeting shall be covered under 7 year warraantly issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORTH & H SPECIFICATION)

Providing and fixing reflective road studs of Catogory B raised pavement markers made out of poly corbonate/ABS moulded body and reflective panels (bi-reflectors) with micro prismatic lens capable of providing total internal face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH.33023/10/97-Do.III dt.11.06.97 and the length, height and width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat with in 1.3mm. The marker shall support a load of 13635kg tested in accordance with ASTM D4280. Lensess shall be moulded of Polycorbonate or Methlyl Methecrylate corfirming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sqm. The slope or retro-reflectory surface shall be 35+5 degree base. Each reflector shall have a CIL not less than values specified in table 2 of said MORT & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

Providing and fixing reflective road marker of Catogory B raised pavement markers made out of poly corbonate/ABS moulded body and reflective panels (bi-reflectors) with micro prismatic lens capable of providing total internal face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH.33023/10/97-Do.III dt.11.06.97 and the length, height and width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat with in 1.3mm. The marker shall support a load of 13635kg tested in accordance with ASTM D4280. Lensess shall be moulded of Polycorbonate or Methlyl Methecrylate corfirming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sqm. The slope or retro-reflectory surface shall be 35+5 degree base. Each reflector shall have a CIL not less than values specified in table 2 of said MORT & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

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 75mm 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 errecting direction and place identification retro-reflectorised sign as per IRC:67-2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on mild steel single angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmx45mmx60cm, 60cm below ground level as per approved drawing.

1. Signboard made of Retro-reflective Type-IV sheeting, ASTM D4956 specification

b) More than 0.9 sqm

PROVIDING LOAD BEARING DRAIN ON SH SIDE

Dismantling the existing and fell down Plain concrete structure in drain such as PCC pavement slab, wall portion disposing the demolished material including all other incidental charges etc., complete.

Earthwork excavation in all classes of ordinary soil except hard rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges etc., complete as per relevant standard specification for foundation of Drain (SS20B)

Vibrated cement concrete of grade M15 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE .

Vibrated reinforced Cement Concrete of grade M25 (Design mix) using 20 mm 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 cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for drain Bottom slab

Vibrated reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for Drain Vertical wall

Vibrated reinforced Cement Concrete of grade M25 (Design mix) using 20 mm 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 cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for Drain Cover slab

Supply and fabrication of Tor steel grade 500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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

Providing and fixing 100mm dia PVC PIPES of required length including cost and conveyance of all materials to worksite and labour charges for fixing etc., to drain of the backfill as per section 2706 of MORT@H specifications (V Revisions)complete to drain the backfill as per standard specification.

Supply and fixing of fiber reinforced concrete Manholes cover 60 x 60cm size with frame as per IRC 50-1999 and as directed by the departmental officers at every 10m intervals along the drain cover slab.

PROVIDING LOAD BEARING DRAIN ON VENNAMPATTY SIDE

Earthwork excavation in all classes of Ordinary soil except hard rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges etc., complete as per relevant standard specification for foundation of Drain (SS20B)

Vibrated cement concrete of grade M15 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE .

Vibrated reinforced Cement Concrete of grade M25 (Design mix) using 20 mm 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 cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for drain bottom slab

Vibrated reinforced Cement Concrete of grade M25 (Design mix) using 20 mm 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 cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for drain vertical wall.

Vibrated reinforced Cement Concrete of grade M25 (Design mix) using 20 mm 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 cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for drain cover slab

Supply and fabrication of Tor steel grade 500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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

Providing and fixing 100mm dia PVC PIPES of required length including cost and conveyance of all materials to worksite and labour charges for fixing etc., to drain of the backfill as per section 2706 of MORT@H specifications (V Revisions)complete to drain the backfill as per standard specification.

Supply and fixing of fiber reinforced concrete Manholes cover 60 x 60cm size with frame as per IRC 50-1999 and as directed by the departmental officers at every 10m intervals along the drain cover slab.

CONSTRUCTION OF BOX CULVERT ON DHARMAPURI SIDE

Demolishing the PCC base slab, side wall in the existing bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

Demolishing RCC slab in the existing bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges and dressing the bed, leveling etc., complete.

Earth work excavation in all classes of HGS except hardrock requiring blasting and depositing on bank with initial leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges, backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT&H specification for Box Culvert

Plain Cement concrete of grade M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 all other incidential charges etc., complete as per relevant standard specifications for foundation of box culvet.

Vibrated Reinforced Cement Concrete of grade M25 (DESIGN MIX) using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cement at site but exculding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and all other incidential charges etc., complete as per relevant standard specifications for base slab, stem and top slab of box culvert

Vibrated cement concrete of grade M20 using 20mm ISS HBG metal including cost and conveyance of all materials to site and 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 all other incidental charges etc., complete as per relevant standard specification for Parapet over culverts.

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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, Fe-500D grade

CONSTRUCTION OF TWO NUMBERS OF BOX CULVERT ON VENNAMPATTY SIDE

Earth work excavation in all classes of HGS except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour, equipments and all incidental charges, backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT&H specification for Box Culvert

Cement concrete of grade M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 all other incidential charges etc., complete as per relevant standard specifications for foundation of box culvert.

Vibrated Reinforced Cement Concrete of grade M25 (DESIGN MIX) using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cement at site but exculding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and all other incidential charges etc., complete as per relevant standard specifications for base slab, stem and top slab of box culvert

Vibrated cement concrete of grade M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 all other incidental charges etc., complete as per relevant standard specification for Parapet over culverts.

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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, Fe-500D grade

PROVIDING FOR SAFETY KERB AND FILLING UNDER THE SPAN TO THE ROB

Earthwork excavation in all class of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, Gravel stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges etc., complete as per standard specification for foundation of safety kerb

Cement concrete M15 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per relevant standard specification for levelling course below safety kerb

Vibrated Cement concrete M20 using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidental charges etc., complete as per relevant standard specification for safety kerb

Supplying and tying of Chain link fencing of 2"x2" (10 gauge) opening and tying with GI pipe of 65mm dia (class B) at 0.75m c/c including cost of binding wire and also providing stiffners etc., including cost of all materials at site including labour charges for fixing and all other incidental charges, etc., complete for fencing - 1 sqm

Filling materials inside pier protection wall under trestle portion 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 the water and all other incidental charges etc., complete for approaches.

PROVIDING PAINTING FOR ROB

Painting two coats with ready mix exterior emulsion paint with approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts.

Painting two coats with ready mix exterior emulsion paint with approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts for Zebra marking.

PROVIDING RAIN WATER SYSTEM IN TRESTILE PORTION

Providing and fixing 160mm dia PVC pipes of approved class not less than 4kg/sqm connecting the drainage spouts of the deck slab along both the sides of the deck slab connected to the Rainwater harvesting system below every third span with all bends tees clamps and all other accessories and fixtures complete including tools and plants, transportation etc.

Earthwork excavation in all class of soils including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as baling out water, shoring, strutting walling and forming protective bunds wherever necessary etc., complete as per standard specification for Rainwater harvesting system.

Upto 2.00 m

Providing and laying of ISI Class NP3 pipe of best quality of 1200mm dia in the rain water harvesting system with all the required specials including cost and conveyance of pipes and specials, labour charges for in position and all other incidental charges etc complete for pipes as directed by the Departmental officers and as per standard specification for RWH.

Filling with 40mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer.

Filling with 20mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer.

Filling with 12mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer.

Filling with 6mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer.

Filling with M sand including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for Rain water harvesting well.

PROVIDING ROAD FURNITURES AND SIGNAGES ON THE ROB

Providing and laying of hot applied thermoplastic compound 2.5mm thick including refelectorising glass beads @ 250gms per sqm, 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 stradks and holes etc., complete (as per MORT & H SPECIFICATION No.803) for center line marking and edge line marking.

Providing and fixing of retro reflectorised cautionary, Mandatory and Informatory sign boards as per IRC:67-2001 made for high intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm and 60cm below ground level etc., complete (as per MORT & H SPECIFICATION) Retro Reflectorised Traffic signs (with out defenition board) (TYPE-IV)

90cm equilateral triangle

60cm Circular

Providing and fixing of retro reflectorised Hazard Marker Traffic Sign made out of High Intensity Prissmmaattic Grade Sheeting confirming to Type-IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 aannd firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materialss, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consists of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reeflctive sheeting shall be covered under 7 year warraantly issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORTH & H SPECIFICATION)

Hazard Marker

Providing and fixing reflective road studs of Catogory B raised pavement markers made out of poly corbonate/ABS moulded body and reflective panels (bi-reflectors) with micro prismatic lens capable of providing total internal face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH.33023/10/97-Do.III dt.11.06.97 and the length, height and width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat with in 1.3mm. The marker shall support a load of 13635kg tested in accordance with ASTM D4280. Lensess shall be moulded of Polycorbonate or Methlyl Methecrylate corfirming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sqm. The slope or retro-reflectory surface shall be 35+5 degree base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

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 75mm 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 errecting direction and place identification retro-reflectorised sign as per IRC:67-2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on mild steel single angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmx45mmx60cm, 60cm below ground level as per approved drawing.

signboard made of Retro - Reflective Type - IV sheeting ASTm D4956 specifications

b. More than 0.90 sqm

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

M RAJKUMAR CIVIL ENGINEERING PRIVATE LIMITED (BID ID -1362858)