Rural Development And Panchayat Raj Department Tender

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

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete

Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.

Providing and laying including cost and Conveyance Carted earth from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms.

Provision of 1 Nos.Rumble strips covered with premix bituminous carpet 15-20mm high at centre 250mm wide placed at 1m centre to centre at approved locations to control speed,marked with white strips of road marking paint

Supplying and fixing of Kilo Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing of Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (without definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of 25mm x25mmx3mm Mild Steel angle and supported on a mild steel angle post75X75X6mm with a clear height of not less than 2.10m from the groundlevel to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed tothe ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work asdirected by the engineer-in-charge. High intensity Retro - Reflectrosheet shall consist of minimum coefficient of Retro-reflection as perTable 6.6 of IRC 67-2012. The retro - reflective sheeting shall be coveredunder 7 year warranty issued for field performance and a certified copyof three years outdoor exposure report shall be obtained as per IRC67:2012 . ( as per MoRT&H Specification No.801) 60 cm Circular signBoard)

Road Markers/Road Stud with Lens Reflector -- Providing and fixingreflective road studs of ‘category A’ Raised pavement markers made outof poly carbonate / methyl methercrylate/ABS moulded bodyconfirming to ASTM D 788 and reflective panels with micro prismaticlens capable of providing total internal reflection of the light enteringthe lens face with retro reflectance and chromaticity values conformingto ASTM D4280. The reflective raised pavement markers shall alsoconfirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt11.06.97. The height, width and length shall not be less than 15 mm, 90mm and 100 mm and with minimum reflective area of 13 Sq.cm on eachside and the slope to the base shall be 35 /- 5 degree. Each reflectorshall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated 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 500 Kgf. Fixing will beby drilling holes on the road for the shanks to go inside, without nailsand using epoxy resin based adhesive as per manufacturer’srecommendation and complete as directed by the engineer. The markershall support a load of 13635 Kg tested in accordance with ASTM D4280and confirming to IRC 35 - 2015 guidelines and MoRT&H specification804 etc., complete

Provision of 5 Nos.Rumble strips covered with premix bituminous carpet 15-20mm high at centre 250mm wide placed at 1m centre to centre at approved locations to control speed,marked with white strips of road marking paint

Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms / sqm, minimum 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification arid as directed by the Engineer-in-charge

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (without definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post75X75X6mm with a clear height of not less than 2.10m from the groundlevel to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed tothe ground by means of properly designed foundation with M15 gradecement concrete 45cmX45cmX60cm size including cost and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work asdirected by the engineer-in-charge. High intensity Retro - Reflectrosheet shall consist of minimum coefficient of Retro-reflection as perTable 6.6 of IRC 67-2012. The retro - reflective sheeting shall be coveredunder 7 year warranty issued for field performance and a certified copyof three years outdoor exposure report shall be obtained as per IRC67:2012 . ( as per MoRT&H Specification No.801) Chevron signs 90 cmOctogen ( Curves)

Stop sign board 750mm

Major road ahead

Name Board

Construction of 1.50m span cuvert at ch 700

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Cement concrete 1:3:6 (One of cement, three of sand and six of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.

Supplying and erecting centering for sides for all reinforced cement concrete works like Drain sides, revetment sides etc., using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm including removing the same after specified period without damaging RCC works etc., complete as directed by the departmental officers complying with relevant standard specifications

Deck slab

Wall sides

Cement concrete1:2:4 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Supplying, fabricating and placing Ribbed Tor steel rods for reinforcement for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all floors (The rate to include the cost of binding wire steel also)

Reinforced Cement concrete 1:1½:3 (One of cement, one and half of sand and three of hard broken granite stones ) using 20mm gauge hard broken granite stones for all reinforced cement concrete works excluding the cost and fabrication of reinforcement grills in position, shuttering, centering but including laying, vibrating, curing, finishing and providing Mild steel fan hooks in the RCC slab wherever necessary as directed by the departmental officers etc., complete in all respects

Providing and fixing 20mm thick Bitumen felt for expansion joint between Dirtwall & Deckslab

Providing and fixing Tar Papers for bearing between bed block & Deck slab

Providing weepholes in brick masonry

Construction of 1.50m span cuvert at ch 1100

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Cement concrete 1:3:6 (One of cement, three of sand and six of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.

Supplying and erecting centering for sides for all reinforced cement concrete works like Drain sides, revetment sides etc., using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm including removing the same after specified period without damaging RCC works etc., complete as directed by the departmental officers complying with relevant standard specifications

Deck slab

Wall sides

Cement concrete1:2:4 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Supplying, fabricating and placing Ribbed Tor steel rods for reinforcement for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all floors (The rate to include the cost of binding wire steel also)

Reinforced Cement concrete 1:1½:3 (One of cement, one and half of sand and three of hard broken granite stones ) using 20mm gauge hard broken granite stones for all reinforced cement concrete works excluding the cost and fabrication of reinforcement grills in position, shuttering, centering but including laying, vibrating, curing, finishing and providing Mild steel fan hooks in the RCC slab wherever necessary as directed by the departmental officers etc., complete in all respects

Providing and fixing 20mm thick Bitumen felt for expansion joint between Dirtwall & Deckslab

Providing and fixing Tar Papers for bearing between bed block & Deck slab

Providing weepholes in brick masonry

GST Amount for providing Service to Government Contract Works for the above Construction & maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction & maintenance) above this row in column "BB" for all works in this package}