TN NO 16/2024-25/Lc.No.185

Amount

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 back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENT,PIERS AND RETAINING WALLS.

Upto 2.00m depth

Upto 2.00m -3.00m depth

Upto 3.00m - 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 soft water, labour charges for mixing, transporting, laying and curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification for LEVELLING COURSE BELOW FOUNDATION OF ABUT PIERS AND PIERS

Vibrated Reinforced Cement Concrete of grade M 35 (Design Mix) using 20mm ISS HBG grded metal including cost and conveyance of all materials to site and also including cost of formwork, softwater, labour charges for mixing, transporting, laying, and curing concrete working depths and hire charges for Tools and Plants including all other incidental charges etc., complete for FOOTING FOR ABUTMENTS AND RETURNS

Vibrated Reinforced Cement Concrete of grade M 30 (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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete 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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for 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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for stem of RETAINING WALL (BELOW 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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for RETAINING WALL (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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for ABUTMENT and RETURN WALL (BELOW 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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for ABUTMENT and RETURN WALL (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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and 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 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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for PIER (BELOW 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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for PIER (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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for CAPPING BEAM OVER 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 softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc., complete for PEDESTALS

Supply and fixing of Elastomeric bearing of size 60 X 45 X 14.40 cm 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

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS 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, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete as per relevent standard specification for T-BEAMS and CROSS BEAMS

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS 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, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for DECK SLAB

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge works-V th revision 2013 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 cost and conveyance of all materials , cost of testing as per the MOST specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per specifications.

Vibrated Reinforced Cement Concrete M 40 (Design Mix) using 20mm ISS 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, labour charges for mixing, transporting, laying,curing concrete, working at heights, softwater, hire charges for Tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER

Vibrated Cement Concrete M 15 (Nominal Mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and Plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., Complete for BASE COURSE BELOW APPROACH SLAB

Vibrated Reinforced Cement Concrete M30 (Design Mix) using 20mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for APPROACH SLAB

Providing and fixing of G.I. Drainage Spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron Pipes and flats and fixing them in position, etc., complete OVER DECK

Vibrated Cement Concrete M 30 (Design Mix) using 25mm, 12mm, 6mm ISS HBG metal including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and Plants, compacting, curing with all leads for softwater, including all other incidental charges formwork and fixing the same in position etc., complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB

Providing and fixing PVC seepage pipes of 100mm dia of required length for abutments and wings including coats and conveyance of all materials to work site and labour charges for fixing, etc., complete to DRAIN THE BACKFILL

Providing FILTER MEDIA behind Abutment and wings 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

Filling behind Abutments and returns with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges and filling in layers tampig under optimum moisture content to 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 -500 (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 lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings includng cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete

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.

FORMING APPROACHES TO THE ROB INCLUDING APPROACH 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 301 of MORT&H-Vth revision.

Forming embankment with carted earth a lead of 3 Km having a CBR value of 8 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compactedthickness,sectioning,ramming and watering and compacting by power roller in the required proctor density at 97% compaction for the top 500mm thick compaction of the sub grade including watering with all leads for water and compaction by power roller and the surface to the required transverse and longitudinal camber profile and including all other incidental charges,labour charges complete including hire and machinary charges for power roller,water sprinkler in all other tools and plants etc., for formation of approach road.

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.

Providing GSB using close graded materials as per clause 401.2.1 viz.,which satisfies the grading V asper table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including cost and conveyence of earth all materials and hire and machineray charges of Tools and plants employed and all other incidental charges as per clause 401 of MORT&H-Vth revision.

Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per clause 406 of MORT&H-Vth revision and as directed by Engineer.

Providing and laying single coat of low viscosity liquid bituminous materials to the absorbent W M M surface using 7.00 Kg of Slow setting I bituminious emulision primer for 10 sqm area including cost of bituminious primerincluding labour charges for preparing the surface to lay the bituminious primer and applying the required quanity of bituminious primer as primer coat by bitumen sprayer etc complete as per clause 502 of MORT&H-Vth revision.

Providing and laying of tackcoat using Bitumen Emulsion RS-1 at the rate of 2.50 kg per 10 sqm over the primed surface preparatory to another bituminous construction over it as per clause 503 of MORT&H-Vth revision.

Providing and laying 75mm consolidated thick Dense bituminous macadam using 0.40 cum of 37.5-13.20mm graded metal and 0.35 cum of 13.2-2.36mm graded metal and 0.36 & 0.23 cum of 2.36mm and below IRC metal with 71.30 kg of bitumen VG40 grade for pre mixing per 10 sqm including cost and conveyance of all materials to CMP site including bitumen, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30tones capacity, conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 75mm with mechanic paver to the specified grades and cross sections and consolidated by vibratory roller to the required density etc., including labour for attenting to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory roller and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORT&H-Vth revision.

Providing and laying Bitumen concrete to 30mm using 0.13 cum of 19.00-9.5mm, 0.217cum 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 540mm with mechanical paver to the specified grades and cross sections and consolidate mby 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 CMPas per clause 507 of MORT&H-Vth revision.

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 MORT&H

Providing GSB using materials as per clause 401.2.1 viz., sand,murum , gravel, crushed stone , individuals or combination there of which satisfies the grading I asper table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including cost and conveyence of earth all materials and hire and machineray charges of Tools and plants employed and all other incidental charges as per MORT &H revision V.

Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.

Providing and laying single coat of low viscosity liquid bituminous materials to the absorbent W M M surface using 7.00 Kg of Slow setting I bituminious emulision primer for 10 sqm area including cost of bituminious primerincluding labour charges for preparing the surface to lay the bituminious primer and applying the required quanity of bituminious primer as primer coat by bitumen sprayer etc complete as per clasue 502 of MORTH specification

Providing and laying of tackcoat using Bitumen Emulsion RS-1 at the rate of 2.50 kg per 10 sqm over the primed surface preparatory to another bituminous construction over it .

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc.,including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Providing and laying Bituminous concrete to 30mm using 0.13 cum of 19.00-9.5mm, 0.217cum 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 540mm with mechanical paver to the specified grades and cross sections and consolidate mby 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 and laying Tack coat over Dry Lean Cement Concrete surface using 3.00 kg of Bitumen Emulsion (RS1) per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5

PROVIDING LOAD BEARING DRAIN

Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial leads of 10m and initial lifts 2 m as per SS20B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting , shoring , bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstruction , trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for box cutting as per 305 of MORT&H

Plain Cement concrete M 10 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement and labour for mixing laying, watering curing and compacting concrete and labour for form work and all other incidental charges, etc., complete.for Leveling course of drain.

Vibrated Reinforced Cement concrete using (M25 Grade) design mix using ISS 20mm size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including form work ,soft water, labour charges for mixing, transporting, laying, curing concrete , working at depth ,hire charges for tools and plant including all other incidental charges etc., complete as per relevant standard specification for base slab , Vertical wall and Cover slab for drain

Providing and fixing class1 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 water. (Every 1.5m Interval)

Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule and cost of HCRM steel confirming to IS 1786 at site including fabrication, labour charges for cleaning the rods straightening cutting bending tying grills, including overlapping to the required length wherever necessery and placing the reinforced 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 standard specifications.

PROVISION FOR PIER PROTECTION WITH SAFETY KERB

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 such as baling out water shoring, strutting walling and forming protective bunds wherever necessary etc., complete as per standard specification for Safety kerb.

Cement concrete M15 (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Footing of Kerb.

Vibrated cement concrete M25(1:1.5:3) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Safety Kerb.

Painting black & white exterior emulsion paint on kerbs are complete as directed by the engineer as per drawing and technical clause 803.

PROVIDING ROAD FURNITURE & SIGNAGES

Providing and laying of hot applied thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc. complete. (as per MORT & H specification No.803).

Providing and fixing reflective road studs of Category A raised pavement markers made out of poly corbonate/methyl methecrylate/ABS moulded body conforming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values 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. The length, height and width of the body shall not be less than 100mm, 15mm and 90mm and with minimum reflective area of 13 sqm on each side and the slope to the base shall be 35 +/- 5degree. each reflector shall have a CIL not more than values specified in table 2 of said MORTH circular. the strength of detachment of the intragrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kgf. Fixing will be drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommandation and complete as directed by the engineer. The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and conforming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete.

Providing and fixing of retro reflectorised cautionary mandatory and informatory sign(without definition board) made out of high intensity prismatic grade sheeting confirming to Type-IV standards of IRC 67 -2012 and ASTM D 4956-09 , specification and fixed over 2mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75 mm. x 75 mm. x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of th sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 Cm. 60 Cm size including cost and conveyance of all materials, equipment,Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801) (90 Cm. equilateral triangle)

Providing and erecting direction and place identification Retro reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards of IRC-67 : 2012 and ASTM D 4956-09,specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6 mm with a clear height of not less than 2.10m from ground level to the bottom 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 45 x 45 x 60 cm, 60 cm size including cost and conveyance of all materials, equipment,Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801) (for area More than 0.9 Sqm.)

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 Fixing Retro reflectorised Hazard Marker Traffic sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards of IRC-67 : 2012 and ASTM D 4956-09,specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6 mm with a clear height of not less than 2m from ground level to the bottom 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 45 x 45 x 60 cm, 60 cm size including cost and conveyance of all materials, equipment,Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801) (30CM X 90CM Rectangular)

Providing and Fixing Retro reflectorised Chevron sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards of IRC-67 : 2012 and ASTM D 4956-09,specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6 mm with a clear height of not less than 2m from ground level to the bottom 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 45 x 45 x 60 cm, 60 cm size including cost and conveyance of all materials, equipment,Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801) (60cm x 45cm) Rectangular

PROVIDING FOR DECK DRAINAGE SYSTEM

Providing and fixing 160mm dia PVC pipes of approved class not less than 4 kg/m2 connecting the drainage spouts of the deck slab along both 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 fixures complete including tools and plants, transporation etc.,

Earth excavation in all classes of soil 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 bailing out water, proving and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for collection chamber(ordinary soil)

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 the pit and Rain water harvesting well

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 in charge

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 in charge

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 in charge

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 in charge

Providing and laying of ISI Class NP 3 pipe of best quality of 1200mm dia. in the rain water harvesting system with all 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 Engineer

DISPOSAL OF SURPLUS CUT EARTH

Disposal of excavated earth by transfer with a lead of 10 km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.

PROVISION FOR PAINTING

Painting two coats with 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 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.

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 -1301508)

Thavam Construction (BID ID -1294452)