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| 1 | CCF BHARATPUR 2.2 FENCING 2.2.2 Digging of Ditch fencing by mechanical means of desired shape and size including dressing and laying of excavated soil in contunuous mound and dressing of mound 2.2.2.2 Hard Soil between 30 to 50 % boulders size 1.50+0.90/2x 1.20 ( 1000 rmt x 1.44 )=1440 cum |
| 2 | CCF BHARATPUR2.2.2 Digging of Trench by mechanical means of desired shape and size including dressing and laying of excavated soil in contunuous mound and dressing of mound 2.2.2.2 Hard Soil between 30 to 50 % bouldersTrench SIZE15000 rmt x 0.45x0.45 = 3037.5cum |
| 3 | BANASH BSR 6.2.1.2Earth work for bund/embankment in dry or moist soil with the help of tractor attached with scraper including laying in layers of 15 cm breaking of clods, sorting of grasses, pebbles etc. And dressing in required profile when compacted manually within initial lead of 30 m and lift of 1.50 m rate of tractor (35-40 Hp) with POLandscraper (Excluding charges of wateringandcompaction ) In hard soil ( 4 nag ) |
| 4 | 3.5Construction of contour dykes using locally available material1000 rmt x 0.45 x 0.45 = 202.5 |
| 5 | 3.7Construction of check dams by loose stone including digging and breaking of stones (rates are for volume including voids)3.7.1Lead upto 200 m |
| 6 | 4.2Digging of new pits of size 0.45 x 0.45 x 0.45 m or(0.50+0.40)/2x(0.50+0.40)/2x 0.45 m4.2.4Hard soil upto 10 TO 30 % boulders |
| 7 | 4.2Digging of new pits of size 0.45 x 0.45 x 0.45 m or(0.50+0.40)/2x(0.50+0.40)/2x 0.45 m4.2.5Hard soil between 30 to 50% boulders |
| 8 | 4.2Digging of new pits of size 0.45 x 0.45 x 0.45 m or(0.50+0.40)/2x(0.50+0.40)/2x 0.45 m4.2.7Hard soil HAVING MORE THAN 50% boulders |
| 9 | Procument of barbed wire of 1.2 gauge with barb(14 gauge) at apacing of 12.50 to 15 cm (weight 145 gram per rmt) 3050 mtr x 6 wire = 18300 rmt |
| 10 | Prestress Cement Concrete PostPrestress Cement Concrete Post of high tensioned wire as per specification:-1. Length of post 2.40 mtr. Minimum.2. Top dimension 100mmx75mm. minimum.3. Bottom dimension 165mmx75mm. minimum.4. No. Of dia of HT wire of desired tensile strength – 6 No. Of 3.5 mm dia minimum5. Dimension & position of hole as per order.6. Concrete grade M-20 design miz.7. Concrete quantity per post :- 0.025 CUM8. Concrete cover 10mm9. Compressivestrength by co.10.Strip of red colour paint on post at desired depth |
| 11 | Digging of pit of 30 cm x 30 cm x 45 cm and Fixing of RCC Post |
| 12 | Stretching of barbed wire and fixing it with the post with GI wire 1100x6=6600 Rmt |
| 13 | Construction of Cattle Guard Hut |
| 14 | Earth work in excavation in foundation trenches or drains includingdressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including talking out the excavatedsoil and depositingand refillingof jhiri with watcri ngandrammingand disposal of surplus excavatedsoil as directed within a lead of 50 meter.All kinds uf soil. (Soil ExcavationWork for Foundation of Cattle Guard Hut ) |
| 15 | Brick masonary in foundation and plinth with bricks of class designation 75 mm in ,Cement Mortar 1:6 (1-Cement:6-coarse sand). Brick Massonary Work in Cattle Guard Hut |
| 16 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick |
| 17 | Providing and laying brick kharanja in lime sand mortar 1:2 in square pattern over roof of ground floor |
| 18 | Distemperingwith dry distemperof approved brand and shade (two or more coats) and of required shade on new work, over and including, primingcoat of whiting to give an even shade includingall scaffolding. (paint Work in cattle guard hut) |
| 19 | Laying of Cement tin sheets on roof including fixing |
| 20 | Construction of Gate Piller |
| 21 | Earth work in excavation in foundation trenches or drains includingdressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including talking out the excavatedsoil and depositing and refilling of jhiri with watcring and rammingand disposal of surplus excavated soil as directed within a lead of 50 meter.All kinds uf soil. (Soil ExcavationWork for Foundation of Gate Piller ) |
| 22 | Brick masonary in foundation and plinth with bricks of class designation 75 mm in ,Cement Mortar 1:6 (1-Cement:6-coarse sand). Brick Massonary Work in Gate Piller |
| 23 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick |
| 24 | Distemperingwith dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade includingall scaffolding. (paint Work in Gate Piller) |
| 25 | Construction of Gate And Sine Board |
| 26 | Plantation gate size.. Height 5feet x width 5.5 feet double leaf gate, gate frame 1.5 x 1.5 inch 2mm thick squre pipe, one horizontal pipe in the middle, GI mess 4 mm with 2 x 2 inch gape on buth side of which a latch has to fitted with colour |
| 27 | Tree plantation sigh board size make a frame of 4 feet x 3 feet using angle iron 35 x 35 x3 mm and fix 18 gauge iron sheet in the middIe of which 8 feet long angle size 35 x35 x 5 mm with holl pass has to be fixed on both sides with colourand write the name of the plantation site in colour along with the year and plan |
| 28 | Construction Of Water Hole |
| 29 | Earth work in excavation in foundation trenches or drains includingdressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including talking out the excavatedsoil and depositing and refilling of jhiri with watcring and rammingand disposal of surplus excavated soil as directed within a lead of 50 meter.All kinds uf soil. (Soil ExcavationWork for Foundation of Gate Piller) (length (1/3x3.14 = 1.04) 1.04x4=4.16 |
| 30 | Providing and laying brick kharanja in lime sand mortar 1:2 in square pattern over roof of ground floor |
| 31 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size |
| 32 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick |
| 33 | Providing and Fixing 250 micron Farm Pond lining |
