Tender For Construction And Nursery Work At Kishangarh And Nasirabad - Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. And lift up to 1.5 mtr all kinds of soilboundary wall 2 Earth work in excavation by me Mechanical means (Hydraulic Excavator) / manual means over areas (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50m and lift upto 1.5m , disposed earth to be levelled and neatly dressed all kinds of soilboundary wall 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level, 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). boundary wall Pillar 4 Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 (1 cement : 6 sand).boundary wall Pillar 5 Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar1:6 (1 cement : 6 sand ). boundary wallPillar 6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). boundary wall top Pillar top 7 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick Pillar side face Pillar front face 8 Pointing on stone masonry in cement sand mortar 1:3 (1cement : 3 sand) : 12.31.1 Flush/ Ruled/ Struck or weathered pointing. boundary wall face 9 Iron Main Gate 10 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 10 x 10=100 sqm 11 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils8.60*8.60*3 = 221.88Cum 12 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level, 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).8.60*8.60*0.45 =33.282 cum = 6 cum 13 Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 (1 cement : 6 sand). 2 x8.60 x2.55x 0.80 = 35.088 cum , 2*7*2.55*.80=28.56cum, 33.088+28.56=61.648cum 14 Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar1:6 (1 cement : 6 sand ). 2*8.60*1.20*.80=16.512cum, 2*7*1.20*0.80=13.44cum,16.512+13.44=29.952cum 15 Providing and laying in position cement concerete including covering compaction etc. complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregated) 20 mm 2*8.60*0.10*.80=1.376 cum, 2*7*0.10*0.80=1.12cum,1.376+1.12=2.496cum 16 Plaster on new surface on wall in cement sand mortor 1:4 including racking of joints etc. Complete fine finish 25mm thick Iner Site 4*7*3.85=107.8 Outer Site 4*8.60*1.45=49.88 Flatfarm Top 8.60*8.60=73.96 17 Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for:Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.M15 grade mix ((with graded stone aggregate 20mm nominal size).8.60*80.60*.015=11.094 cum 18 Earth works in excavation over area exceeding 30cm in depth.1.5 mtrin width as well as10 sqm on plan including disposal of excavated earth lead up to 50 mtr and lift up to 1.5 mtr disposalearth to be leveled and neatly dressed. all kinds of soil.P.W.D BSR-2022 CH.NO.-B-1 19 Providingand laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering .1:4:8.(1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) P.W.D BSR - 2022, CH.NO.-B-03ITEM NO. -3.1.6 20 Random rubble stone masonry for foundation and plinth in cement sand mortar above 30cm thick wall in. In foundation ratio 1:6 (1cement : 6 sand)P.W.D BSR-2022,CH.NO.-B-6ITEM NO. -6.2.6page no69 21 Random rubble stone masonry for superstructure above plinth level one storey height above 30cm thick wall in.cement mortar 1:6. P.W.D P.W.D BSR-2022, CH.NO.-B-6ITEM NO. -6.2.6page no 69 22 Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for:Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.M15 grade mix ((with graded stone aggregate 20mm nominal size)P.W.D P.W.D BSR-2022,CH.NO.-B-4ITEM NO. -4.1page no 59 23 25mm thick Cement Plaster on new surface on wallin two coats including smooth finishing in cement sand mortar 1:4 including raking of joints etc. P.W.D BSR-2022,CH.NO.-B-12 ITEM NO. -12.2.1 page no 139 24 Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Mild steel and medium tensile bars P.W.D BSR-2022,CH.NO.-B-4 ITEM NO. -4.13 25 Providing and fixing steel gate grating and grills made of angles, tees, square bars orflats black pipe with holdfast and fittings complete as per deign and drawing including cutting welding and fabrication with priming coat of red oxide.P.W.D BSR-2022,CH.NO.-B-9 ITEM NO. -9.8 26 Polished Blue Kota stone flooring skirting laid over 20mm thick base of CM 1:4 and jointed with gray cement slurry to match the shade of the slab including rubbing and polishing complete For area of each slab From901 Sq.cm to 2000 sq.cm 25 mm thickP.W.D BSR-2022,CH.NO.-B-11 ITEM NO. -11.18.1 27 providing and applying P.U . PAINT OF APPORVED BRAND AND MANUFACTURING TWO EVEN SHADE TWO OR MORE COTS ON NEW WORKP.W.D BSR-2022,CH.NO.-B-12 ITEM NO. -12.66 28 P & F White vitreous china Double Syphonic European W.C. (I.S: 2556 Mark) with mounted W.V.C. flushing cistern of (I.S. 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor.P.W.D BSR-2022, CH S.1 PAGE NO 218 ITEM NO. - 1.13 29 WASH BASINS SIZE 610MM 510 MM P.W.D BSR-2022, CH S.1 PAGE NO 221 ITEM NO. - 1.36.5 30 KITHCHEN AND LAB SINKS 1.38.1P.W.D BSR-2022, CH S.1 PAGE NO 221 ITEM NO. - 1.36.5 31 LITE FITTING 32 Earth works in excavation over area exceeding 30cm in depth.1.5 mtrin width as well as10 sqm on plan including disposal of excavated earth lead up to 50 mtr and lift up to 1.5 mtr disposalearth to be leveled and neatly dressed. all kinds of soil. P.W.D BSR-2022 CH.NO.-B-1ITEM NO. -1.6page no 44 33 Providingand laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering .1:4:8.(1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) P.W.D BSR - 2022, CH.NO.-B-03ITEM NO. -3.1.6 page no 54 34 Random rubble stone masonry for foundation and plinth in cement sand mortar above 30cm thick wall in. In foundation ratio 1:6 (1cement : 6 sand)P.W.D BSR-2022,CH.NO.-B-6ITEM NO. -6.2.page no69 35 Random rubble stone masonry for superstructure above plinth level one storey height above 30cm thick wall in.cement mortar 1:6. P.W.D P.W.D BSR-2022,CH.NO.-B-6ITEM NO. -6.2.6page no 69 36 25mm thick Cement Plaster on new surface on wallin two coats including smooth finishing in cement sand mortar 1:4 including raking of joints etc. P.W.D BSR-2022,CH.NO.-B-12 ITEM NO. -12.2.1 page no 139 37 Under ground Pipe Fitting1.5 inch in Narsary350 RMT(1148 Fit) 38 C PVC PipeWith T & Valve& Joint1.5 inch in Narsary 39 Well Repair 40 Well Morter 7.5 HP With Starter, Cabel, Pipe& Rope (150 EACH) With Complete Setup 41 Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar1:6 (1 cement : 6 sand ). boundary wallPillar 42 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thickPillar side face Pillar front face 43 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 44 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 45 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 46 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand 47 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand).Cement Mortar 1:6 ( 1-Cement : 6-Sand). 48 Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification : 49 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :25 mm thick. 50 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 51 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 52 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in.foundation ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand) 53 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in. superstructure ratio Cement Mortar 1:6 ( 1-Cement : 6-Sand) 54 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 55 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick. 56 Supply and installation of Multi Rib Proofing/cladding Sheet Manufacture out of 0.50mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvalume steel (as per 150gsm zinc aluminum coated 550Mpa tuekd strength) confirming to IS: 1397/astm A-792 sheet to have wide pens 30mm high NB at 250 centre and centre width of 1020mm sheets be casted with regular modified polyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate made to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. The sheet shall be supplied in cost one length and for a minimum up to 12mts with all scaffolding. 57 Construction Gate piller earth work in excavation by mechnical means( hydraulic excavator) manual means in dondation trenches orn drains (not exeeding 1.5m in widht or 10sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and depositing and redilling of jhiri with watringandramming and disposal of susplus excavation soil as directed with in a lead of 50 meter. Ordinary rock 2*.75*.75*.60= 67 cum 58 providing and laying in position cement concrete including oising, compation etc. Complete inspecified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 coarse sand :10 graded stone aggregate 40 mm nominay size 2*.75*.75*.15= 0.17 cum 59 Random rubble stone masonery for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 size 2*.75*.75*.45= .506 cum 60 Random rubble stone masonery for with hard stone insuper structure above plinth level and up to five above 30 cm thick walls in cement mortar 1:6 size2*.75*.75*1.5= 1.69 cum 61 plaster on new surface on wall in cement and mortar 1:3 including racking of joints etc. Complete fine finish:25 mm thicksize 2*4*.75*1.5= 9 sqm 62 construction cattle guard hut earth work in excavation by mechnical means( hydraulic excavator) manual means in dondation trenches orn drains (not exeeding 1.5m in widht or 10sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and depositing and redilling of jhiri with watringandramming and disposal of susplus excavation soil as directed with in a lead of 50 meter. all kinds of soil 2*2.50*.30*.30= .45 cum & 2*2.30 *.30*.30= .41 cum 63 Random rubble stone masonery for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 size2*2.50*.30*.30= .45 cum 2*2.30 *.30*.30= .41 cum 64 brick masonery with F.P.S. Bricks of class designation 78 in foundation and plinth with bricks cement mortar 1:6 size 1*1.70*.11*2.50= .46 cum& 1*2.50 *.11*2.50= .68 cum 2*2.30*.11*2.50= 1.26 cumtotal-2.40 cum 65 plaster on new surface on wall in cement and mortar 1:3 including racking of joints etc. Complete fine finish:25 mm thick2*1.70*2.50= 8.50 sqm & 2*2.50*2.50= 12.5 sqm 4*2.30*2.50= 23 sqmtotal- 44 sqm 66 Providing non-asbestos high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (As per IS: 14871) roofing upto any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8mm dia. G.I. plain and bitumen washers or with self dri 3 sheet2.50*.80 67 Iron Gate for Plantation Size (10x5feet) 95 Kg. 68 Constructio Gate Piller earth work in excavation by mechnical means( hydraulic excavator) manual means in dondation trenches orn drains (not exeeding 1.5m in widht or 10sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and depositing and redilling of jhiri with watringandramming and disposal of susplus excavation soil as directed with in a lead of 50 meter. Ordinary rock 2*.75*.75*.60= 67 cum 69 providing and laying in position cement concrete including oising, compation etc. Complete inspecified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 coarse sand :10 graded stone aggregate 40 mm nominay size 2*.75*.75*.15= 0.17 cum 70 Random rubble stone masonery for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 size 2*.75*.75*.45= .506 cum 71 Random rubble stone masonery for with hard stone insuper structure above plinth level and up to five above 30 cm thick walls in cement mortar 1:6 size2*.75*.75*1.5= 1.69 cum 72 plaster on new surface on wall in cement and mortar 1:3 including racking of joints etc. Complete fine finish:25 mm thicksize 2*4*.75*1.5= 9 sqm 73 construction cattle guard hut earth work in excavation by mechnical means( hydraulic excavator) manual means in dondation trenches orn drains (not exeeding 1.5m in widht or 10sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and depositing and redilling of jhiri with watringandramming and disposal of susplus excavation soil as directed with in a lead of 50 meter. all kinds of soil 2*2.50*.30*.30= .45 cum & 2*2.30 *.30*.30= .41 cum 74 Random rubble stone masonery for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 size2*2.50*.30*.30= .45 cum 2*2.30 *.30*.30= .41 cum 75 brick masonery with F.P.S. Bricks of class designation 78 in foundation and plinth with bricks cement mortar 1:6 size 1*1.70*.11*2.50= .46 cum& 1*2.50 *.11*2.50= .68 cum 2*2.30*.11*2.50= 1.26 cumtotal-2.40 cum 76 plaster on new surface on wall in cement and mortar 1:3 including racking of joints etc. Complete fine finish:25 mm thick2*1.70*2.50= 8.50 sqm & 2*2.50*2.50= 12.5 sqm 4*2.30*2.50= 23 sqmtotal- 44 sqm 77 Providing non-asbestos high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (As per IS: 14871) roofing upto any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8mm dia. G.I. plain and bitumen washers or with self dri 3 sheet2.50*.80 78 Iron Gate for Plantation Size (10x5feet) 95 Kg. 79 3.29 For the following works carried out by mechanical means (JCB) rates will be as: 3.29.1.5 In soft rock 3.29.1 New ditch fencing excavation:-1.2 meter deep, 1.5 meter wide at top and 0.90 wide at bottom (1.44 cum) dug out of soil and making the bun 500 Rmt.*1.44= 720 cum 80 Constructio Gate Piller earth work in excavation by mechnical means( hydraulic excavator) manual means in dondation trenches orn drains (not exeeding 1.5m in widht or 10sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and depositing and redilling of jhiri with watringandramming and disposal of susplus excavation soil as directed with in a lead of 50 meter. Ordinary rock 2*.75*.75*.60= 67 cum 81 providing and laying in position cement concrete including oising, compation etc. Complete inspecified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 coarse sand :10 graded stone aggregate 40 mm nominay size 2*.75*.75*.15= 0.17 cum 82 Random rubble stone masonery for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 size 2*.75*.75*.45= .506 cum 83 Random rubble stone masonery for with hard stone insuper structure above plinth level and up to five above 30 cm thick walls in cement mortar 1:6 size2*.75*.75*1.5= 1.69 cum 84 plaster on new surface on wall in cement and mortar 1:3 including racking of joints etc. Complete fine finish:25 mm thicksize 2*4*.75*1.5= 9 sqm 85 construction cattle guard hut earth work in excavation by mechnical means( hydraulic excavator) manual means in dondation trenches orn drains (not exeeding 1.5m in widht or 10sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including taking out the excavated soil and depositing and redilling of jhiri with watringandramming and disposal of susplus excavation soil as directed with in a lead of 50 meter. all kinds of soil 2*2.50*.30*.30= .45 cum & 2*2.30 *.30*.30= .41 cum 86 Random rubble stone masonery for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement mortar 1:6 size2*2.50*.30*.30= .45 cum 2*2.30 *.30*.30= .41 cum 87 brick masonery with F.P.S. Bricks of class designation 78 in foundation and plinth with bricks cement mortar 1:6 size 1*1.70*.11*2.50= .46 cum& 1*2.50 *.11*2.50= .68 cum 2*2.30*.11*2.50= 1.26 cumtotal-2.40 cum 88 plaster on new surface on wall in cement and mortar 1:3 including racking of joints etc. Complete fine finish:25 mm thick2*1.70*2.50= 8.50 sqm & 2*2.50*2.50= 12.5 sqm 4*2.30*2.50= 23 sqmtotal- 44 sqm 89 Providing non-asbestos high impact Polypropylene reinforced cement 6 mm thick corrugated sheets (As per IS: 14871) roofing upto any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8mm dia. G.I. plain and bitumen washers or with self dri 3 sheet2.50*.80 90 Black Soil & Sandy Soil for feeling Poytheen Bags 1.6.2.2 More than 10 Km ,Total Quantity 17.54 Cum -17% voids Net quantity=14.56 CUM12.30*30 cm= 11000 polytheen bags and 10*15 cm= 12000 polytheen bags 91 FYM /Cow dung /Migni for feeling Poytheen Bags Total Quantity 8.77 Cum -17% voids Net quantity=7.28 CUM 92 polytheen bags Size 12.30*30 cm=11000 bags, 10*15cm=12000 bags 120 micron 93 Iron Gate for Plantation Size (10x5feet) 95 Kg. 94 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 95 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 96 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 97 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand 98 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand).Cement Mortar 1:6 ( 1-Cement : 6-Sand). 99 Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification : 100 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :25 mm thick. 101 Earth works in excavation over area exceeding 30cm in depth.1.5 mtrin width as well as10 sqm on plan including disposal of excavated earth lead up to 50 mtr and lift up to 1.5 mtr disposalearth to be leveled and neatly dressed. all kinds of soil. P.W.D BSR-2022 CH.NO.-B-1ITEM NO. -1.6page no 44 102 Providingand laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering .1:4:8.(1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) P.W.D BSR - 2022, CH.NO.-B-03ITEM NO. -3.1.6 page no 54 103 Random rubble stone masonry for foundation and plinth in cement sand mortar above 30cm thick wall in. In foundation ratio 1:6 (1cement : 6 sand)P.W.D BSR-2022,CH.NO.-B-6ITEM NO. -6.2.page no69 104 Random rubble stone masonry for superstructure above plinth level one storey height above 30cm thick wall in.cement mortar 1:6. P.W.D P.W.D BSR-2022,CH.NO.-B-6ITEM NO. -6.2.6page no 69 105 25mm thick Cement Plaster on new surface on wallin two coats including smooth finishing in cement sand mortar 1:4 including raking of joints etc. P.W.D BSR-2022,CH.NO.-B-12 ITEM NO. -12.2.1 page no 139 106 Due to the beds being 2 to 4 feet deep in the nursery, the plants get spoilt due to water filling in the bags during rainy season. Soil filling work will be done in these. In which the size of the plots is as followsCCF Ajmer BSR 1.6.2.2 (10 km. more) Due to the depth of the bed, earth filling work is done. Number of plates is 5 107 Under ground Pipe Fitting1.5 inch in Narsary350 RMT(1148 Fit) 108 C PVC PipeWith T & Valve& Joint1.5 inch in Narsary 109 New Borwell 500 Feet With Morter 5 HP Complete Setup & solar plate
