Construction of Additional Culverts at km 178/900

Amount

BOX CULVERT:- Dismantling the existing C.C wall 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.,complete. (D) 3x3@ Km 200/040

Dismantling the existing RR masonry wall 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.,complete. (D) 3x3@ Km 200/040

Removing all types of Hume pipes of dia 1000mm and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works:

Earthwork excavation in all classes of soil except soft disintegrated rock and medium 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 such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT AND CUTOFF WALLS. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Filling under the box culvert with sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for Sand filling under the box culvert. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Vibrated Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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, etc, complete as per relevant standard specification for BASE COURSE BELOW FOOTINGS OF BOX CULVERT.-1 Cum. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Vibrated Plain Cement Concrete of grade M15Nominal MIX using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Wing wall Footing (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Vibrated Plain Cement Concrete of grade M15 Nominal MIX using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Wing wall Stem, Apron and Parapet (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Vibrated Reinforced Cement Concrete of grade M20 DESIGN MIX using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE SLAB, STEM AND TOP SLAB OF BOX CULVERT. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Supply and fabrication of S-500 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, S-500 grade (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Providing and fixing of GI DRAINAGE SPOUTS 160mm 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 GI DRAINAGE SPOUTS and flats and fixing them in position, etc., complete (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Providing and fixing Class I PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Providing FILTER MEDIA behind the abutments and wings for 600mm thick using filter materials conforming to clause 309.3.2.2 of MOST well packed with smaller size towards the soil and bigger size toward the wall including cost and conveyance to work site including all other incidental charges, etc., complete. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Filling behind Abutments and Returns as per Appendix 6 of IRC : 78-2014 with clean gritty free daining gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads for water and all other incidental charges, etc., complete. (Earth available @Site) (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Scarifying the exisitng bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Construction of Granular Sub-Base (Gr-III) by providing close graded materials, 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. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Providing and laying, spreading and compacing graded stone 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 the site laying in uniform layers 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 as per clause 406 of MORTH Rev-5. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Providing and laying Prime coat over WMM surface using 6.00 kg of Emulsion bitumen (S.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cos of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 502 of MORTH Rev-5. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Providing and laying Tack coat over WMM surface (treated with primer) using 2.5kg. of Bitumen Emulsion (RS-1) 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. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Providing and laying Tack coat over Concrete surface (treated with primer) using 3.00kg. of Bitumen Emulsion (RS-1) 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. (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Dense Bituminous Macadam (Table - 500-10) (Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading I (100mm thick) (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification No. No.111,507,900 - Grading II (40mm Thick) (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification No. No.111,507,900 - Grade I 50mm thick (A) at Km 178/900

(B) at Km 186/050

(C) at Km 187/10

(D) at Km 200/040

RETAINING WALL:- Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20B including costof all labour materials, tools, equipments and all incidental chargesand sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavationm back filling, clearing up the site and disposal of all surpls materials etc., complete as per standard specification for FOUNDATION OF Retaining wall (Bymechanical means)

Sand filling for foundation including cost and conveyane of sand including all other incidental charges

Vibrated Cement Concrete M15 Grade (nominal mix 1:3:6) using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, Labour charges, transporting and placing in position, compacting, finishing and curing, working at depth, Tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification for RETAINING WALL foundation

Vibrated Cement Concrete M20Grade (nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, Labour charges, transporting and placing in position, compacting, finishing and curing, working at depth, Tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification for RETAINING WALL (Below Sill level)

Vibrated Cement Concrete M20 Grade (nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, Labour charges, transporting and placing in position, compacting, finishing and curing, working at depth, Tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification for RETAINING WALL (Above Sill level)

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and Retaining, retaining wall including cost and conveyance of all materials to worksite, cost of labour for semispherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification for weep holes

Filing behind retaining wall and road with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under OMC to get the maximum density, including watering, with all leads for water and all other incidental charges etc. complete

ROAD FURNITURES:- 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 exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (Road Marking with hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface)

Providing and fixing reflective road studs of category A raised pavement markers made out of polycarbonate/Methyl carbonate/ABS moulded body confirming 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 conforming 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 100 mm, 15 mm and 90 mm and minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall 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 diameternot less than 19+/-2 mm and height not less than 30+/-2 mm from the body is to be a minimum value of 500Kgf . Fixing will be by Drilling holes on the road for shanks to go inside ,without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280 and confirming to IRC 35-2015. and guidelines and Morth specification 804 etc., complete.

Supply and installation of delineators (road way indicators , hazard markers and object markers ), 80-100cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panels at the top , burried or pressed into the ground and confirming to IRC 79 etc complete as per MoRTH specification no 806)

Supply and fixing RCC Guide Stone / guard Stone including cost and convenyance of stone and labour charges and fixing etc.,

White Washing for Parapet wall including Materials and Labour and all other incidental charges etc

Sree Venkateswara Road constructions Pvt Ltd

AADITHYA ENTERPRISES