Tender for Advance Soil Work - Banwali Gudha, 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 270 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 795 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. 2.2.1.1 Sandy Loam 63 rmt. 6 3.29 For the following works carried out by mechanical means (JCB) rates will be as: 3.29.1.1 Sandy 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 making the 252 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. 2.2.1.2 Clayey Loam 120 rmt. 8 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 480 rmt. 9 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 85 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 85 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 405 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 405 rmt 16 Supply/Purchase of Barbed wire for fencing 17 2.1 Advanced soil work 2.1.3 Layout for excavation of trenches 12000 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 2500 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 3000 rmt 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 6000 rmt 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 500 rmt 22 2.1 Advanced soil work 2.1.3 Layout for excavation of V-Ditches 800 rmt 23 2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8.1 Sandy loam soil 400 rmt 24 2.8 Digging of V-Ditches Size ( 0 + 0.3)/ 2x 1.2 M, ( 0.18 Cum per running meter) 2.8.2 Hard Clayey Loam Soil 400 rmt 25 2.1 Advanced soil work 2.1.2 Layout for excavation of pits 10000 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 soil3000 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 7000 pit 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 1000 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 1000 nos 30 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.2 Babool 31 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.3 Ber (kernels) 32 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.6 Kumtha 33 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.7 Acacia Tortalis 34 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.11 Ronz 35 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.22 Karanj 36 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.23 Ratanjot 37 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.27 Churel 38 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 3.28.28 Khejadi 39 3.28 Seed Collecting (rates of clean seeds) Note: If these are available in the market at lower rates. these should not be departmentally collected. 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 100 cum 41 2.11.4 Making Earthen Check dam (volume including voids) 2.11.4.1 Sandy loam soil 42 2.11.4 Making Earthen Check dam (volume including voids) 2.11.4.2 Clayey loam soil 43 Digging of Nadi No 01 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 Digging of Nadi No 03 6.2.1.1 In soft/ordinary soil through mechanical means 46 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. 47 3.23 Construction of kutcha roads for vehicles movement. 48 3.25 Miscellaneous 3.25.3 Watchman work in plantation area 49 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 50 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 51 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. 52 318 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). 53 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). 54 99 B11.26 Random rubble dry stone Kharanja under floor. 55 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. 56 186 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 57 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 58 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). 59 318 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). 60 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). 61 186 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 62 H-SheduleItem 63 Constrution of Cattle guard Hut size 02 meter wide round shape with hight 03 meter(Jhopa) Prepare by Pal, Sarpani, Munjh Jewadi, etc 64 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.
