Advance Soil Work - Palri 2Nd, Range - Kuchaman District Didwana - Kuchaman - ADVANCE SOIL WORK 2 2.1 Advanced soil work 2.1.1 Survey of the area, layout (dagbel) including cleanliness of demarcated line. 3 2.3 Fencing by dry stone masonry: 2.3.1 Random rubble loose stone fencing of size 0.8 m at base, 0.60 m at top and 1.2 m high (rates are for volume including voids) locally available stone lead upto 500 m total 200 rmt 4 2.3 Fencing by dry stone masonry: 2.3.3 Repairing of stone wall fencing in standard size by using the fallen stone 935 rmt 5 2.2.1 New Ditch fencing:Digging of soil,taking out excavated soil and making the bund inside,Size of ditches 1.2m deep,1.5m wide at top and 0.9 wide at bottom,Dressing,alignment and layout(Vol.per runing meter m is equal to 1.44 cum. 2.2.1.2 Clayey Loam 20 rmt 6 3.29 For the following works carried out by mechanical means (JCB) rates will be as: 3.29.1.2 Hard Clayey Loam Soil 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 makin 80 rmt 7 2.2.1 New Ditch fencing:Digging of soil,taking out excavated soil and making the bund inside,Size of ditches 1.2m deep,1.5m wide at top and 0.9 wide at bottom,Dressing,alignment and layout(Vol.per runing meter m is equal to 1.44 cum. 2.2.1.4 Hard clayey 139 rmt 8 3.29 For the following works carried out by mechanical means (JCB) rates will be as: 3.29.1.4 Hard clayey Soil more than 20% boulders 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 556 rmt 9 Barbed wire fencing poll prepare - Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centring and shuttering All work up to plinth level. M15 grade Nominal Mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone) 10 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level Cold twisted deformed bars 2.1x4+0.35x3=9.45 m x0.22 kg=2.079 kg per poll x 126 Post 11 Centring & Shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : beam 2.1x(0.1+0.15)+01x2.1x2=0.2x2.1+0.42=0.945 sqmx 126 poll 12 2.4.1 Barbed wire fencing 2.4.1.3 Transportation of Ready Blocks of Cement Concrete from 0 to 5 Kms. 13 2.4.1 Barbed wire fencing 2.4.1.4.1 Fixing of Cement/concrete Blocks on the spot by digging pit (khadda) including local transport 14 2.4.1 Barbed wire fencing 2.4.1.4.2 Tie the barbed wire and tighten it by thin wire 2.4.1.4 Fixing of Cement or Concrete blocks 630 rmt x 5 line 15 2.4.1 Barbed wire fencing 2.4.1.4.3 Interlacing local bushes in barbed wire 2.4.1.4 Fixing of Cement or Concrete blocks 630 rmt 16 Supply/Purchase of Barbed wire for fencing 17 2.1 Advanced soil work 2.1.3 Layout for excavation of trenches 8000 rmt 18 2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.1 Sandy loam soil 400 rmt 19 2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.2 Clayey Loam Soil 20 2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.3 Hard clayey Soil upto 20% boulders 21 2.7.1 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil 2.7.1.4 Hard clayey Soil more than 20% boulders 8000 rmt 22 2.1 Advanced soil work 2.1.3 Layout for excavation of V-Ditches 4000 rmt 23 2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8.3 Hard clayey Soil upto 20% boulders 1500 rmt 24 2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8.4 Hard clayey Soil more than 20% boulders 25 2.1 Advanced soil work 2.1.2 Layout for excavation of pits 8000 nos 26 2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.1 Sandy loam soil200 pit 27 2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.2 Clayey Loam Soil 1800 nos 28 2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.3 Hard clayey Soil upto 20% boulders 3000 nos 29 2.6.1 Soil work:- Digging of pits (size 0.45 x 0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45 cubic meter 2.6.1.4 Hard clayey Soil more than 20% boulders 3000 nos 30 3.28 Seed Collecting (rates of clean seeds)3.28.2 Babool 31 3.28 Seed Collecting (rates of clean seeds)3.28.3 Ber (kernels) 32 3.28 Seed Collecting (rates of clean seeds) 3.28.6 Kumtha 33 3.28 Seed Collecting (rates of clean seeds)3.28.7 Acacia Tortalis 34 3.28 Seed Collecting (rates of clean seeds) 3.28.11 Ronz 35 3.28 Seed Collecting (rates of clean seeds) 3.28.22 Karanj 36 3.28 Seed Collecting (rates of clean seeds) 3.28.23 Ratanjot 37 3.28 Seed Collecting (rates of clean seeds) 3.28.27 Churel 38 3.28 Seed Collecting (rates of clean seeds)3.28.28 Khejadi 39 3.28 Seed Collecting (rates of clean seeds) 3.28.29 Dhaman Grass 40 2.11 Soil Conservation work 2.11.1 To make check dams- Making check dams with dry stones (show the number of check dams and measurements in the measurement book) along with excavation and breaking of stones volume includes voids 41 2.11.4 Making Earthen Check dam (volume including voids) 2.11.4.2 Clayey loam soil 42 Digging of Nadi No 01 6.2.1.2 In hard soil work through mechanical means 43 Digging of Nadi No 02 6.2.1.2 In hard soil work through mechanical means 44 Digging of Nadi No 02 6.2.1.2 In hard soil work through mechanical means 45 3.12 Fixing slab/ stone for marking blocks in tree plantation area:- Digging one foot deep pit and fixing stone and white washing including numbering. 46 3.25 Miscellaneous 3.25.3 Watchman work in plantation area 47 3.23 Construction of kutcha roads for vehicles movement. 48 Round Hodi Nirman - 41 B1.1.8 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 soils 49 14 B4.4 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( as required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix 50 62 B11.3.2 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 75mm thick with 20mm thick nominal size aggregate. 51 318 B6.1.7 Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1Cement:6Sand). 52 97 B6.2.7 Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in : Cement Mortar 1:6 (1Cement:6Sand). 53 99 B11.26 Random rubble dry stone Kharanja under floor. 54 4 BJ10.1.1 Stone slab roofing on ground for with fine grained stone slab from approved quarry with 150 mm top lime terracing with Hemp, Methi, Lime, Sandla with Gur & Gugal (as per JODHPUR PRACTICE) including ralthal, filling of joints of parapet and slab on both sides in cement sand mortar 1:4 lime batta (gola) 75mmx75mm Sandla and ceiling plaster in CM 1:4 with wire and nails etc. complete as per specification for span. Upto 2.00 metre. 55 186 B12.1.1 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick 56 Gate Pillar Nirman - 41 B1.1.8 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 soils 57 19 B3.1.6 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 58 318 B6.1.7 Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1Cement:6Sand). 59 97 B6.2.7 Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in : Cement Mortar 1:6 (1Cement:6Sand). 60 186 B12.1.1 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick 61 H-SheduleItem 62 Constrution of Cattle guard Hut size 02 meter wide round shape with hight 03 meter(Jhopa) Prepare by Pal, Sarpani, Munjh Jewadi, etc 63 Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats of black pipe with hold fast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
