in ward 3 shekhpur pashchimi in front of shishu mandir school beautification of talab

Construction of Mitti v Baundarywall

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. : . As per DSR 2.31

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (requiring blasting) .As per DSR 2.7.2

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : .300 mm dia piles As per DSR 20.3.1

Extra over single under ream for providing additional bulbs in underreamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) : .300 mm dia piles As per DSR 20.4.1

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (requiring blasting) .As per DSR 2.7.2

Earth work in cutting or in embankment in ordinary soil, excavtion to be in the form of regular pits not exceeding 0.50 mtr. In depth and earth work in embankment to be in 20 cm. Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer incharge.with 5.0.km cortege As per DSR 2.25(a)

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 1:4:8 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work.As per DSR No.4.1.8

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR-5.3

Mild steel or iron in Plain work such as RCC or R.B. work(when not inclded in an over all rates) wrought torequired shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks... As per DSR No.5.22.6

Cement concrete with 2cm gauge approved stone grit, coarse sand and cement in proportions of 4:2:1 including supply of all materials, labour, tools & plant etc required for proper completion of the work As per DSR No.4.2.3

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement sluny admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Flamed finish granite stone slab Jet Black, Cheny Red, EliteBrown, Cat Eye or equivalent.As per DSR-11.55.1

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (requiring blasting) .As per DSR 2.7.2

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 1:4:8 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work.As per DSR No.4.1.8

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR-5.3

Mild steel or iron in Plain work such as RCC or R.B. work(when not inclded in an over all rates) wrought torequired shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks... As per DSR No.5.22.6

Earth work in cutting or in embankment in ordinary soil, excavtion to be in the form of regular pits not exceeding 0.50 mtr. In depth and earth work in embankment to be in 20 cm. Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer incharge.with 5.0.km cortege As per DSR 2.25(a)

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 1:4:8 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work.As per DSR No.4.1.8

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR-5.3

Mild steel or iron in Plain work such as RCC or R.B. work(when not inclded in an over all rates) wrought torequired shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks... As per DSR No.5.22.6

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401.

Providing and laying zig-zag rubber moulded red base interlocking Concrete Block Pavement having thickness 80 mm thick as per drawing and Technical Specification Clause 1500 of MORD Specification.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (requiring blasting) .As per DSR 2.7.2

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 1:4:8 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work.As per DSR No.4.1.8

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR-5.3

Mild steel or iron in Plain work such as RCC or R.B. work(when not inclded in an over all rates) wrought torequired shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks... As per DSR No.5.22.6

Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm, PVC coated to outer dia 5 mm.DSR No.8696

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (requiring blasting) .As per DSR 2.7.2

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 1:4:8 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work.As per DSR No.4.1.8

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering , finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR-5.3

Mild steel or iron in Plain work such as RCC or R.B. work(when not inclded in an over all rates) wrought torequired shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks... As per DSR No.5.22.6

Cement concrete with 2cm gauge approved stone grit, coarse sand and cement in proportions of 4:2:1 including supply of all materials, labour, tools & plant etc required for proper completion of the work As per DSR No.4.2.3

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement sluny admixed with pigment of matching shade including rubbing,curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Flamed finish granite stone slab Jet Black, Cheny Red, EliteBrown, Cat Eye or equivalent.As per DSR-11.55.1

Supply & fixing of 7 mtr Gi Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with Single arm bracket 1 Mir length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filing and Required T&P completee in all respect...etc complete

Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 to 90 Watt. Confirming to IP 66 and above Protection complete in all respect.

S&F of 16 Amp. 240 V SPN metal clad rewireable type switch fuse unit on M.D.F.E.G./Teak wood board complete in all.As per DSR No.4.1.8

Supply and Wiring of submains with two nos, of 2.5 sq mm.FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material labour and T&P required for proper completion of the work as directed at site by Engineer in charge. Same as in itme no. 289 but with 2 nos, 6 sq. mm.FRLSH PVC instilated multistrand copper conductor cable

Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect

Supply and laying of all conductor PVC insulated armoured senest sheathed cables 1100 Volts grade at a depth of 750mm below ground level over a cushion of 75 mm thick sand all around and protected with bumt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-incharge complete in all respect. The amouring of the cable shall be properly connected with the earth conductor by clamps etc.

Supply and facing off plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge.16sqm

Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.l. pipe and funnel for watening and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm da G.l. pipe up to switch board (from appron to switch board the cost of G.1. pipe and G.l. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and sall at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect.

Pcost of Photo High Quality Resolution with GPS coordinate of site before start of work,work ongoing and after completion of work etc.. Complete