Tender For Watershed Development Work Farm Pond 360 Cum (30 No), Tanka 30 Cum (30 No.) Recharge Shaft (2 No.) - 1 Clearing Of Forest Including Cutting Of Ordinary Vegetation And Bushes. 2 Excavation Of Soil Upto 1.5 M Depth In Foundation, Trench, Drain, , sardarshahar-Rajasthan

Tender For Watershed Development Work Farm Pond 360 Cum (30 No), Tanka 30 Cum (30 No.) Recharge Shaft (2 No.) - 1 Clearing of forest including cutting of ordinary vegetation and bushes. 2 Excavation of soil upto 1.5 m depth in foundation, trench, drain, tamping the bottom, watering, dressing the sides, taking out the excavated soil, back filling of empty spaces with soil after filling the foundation and disposal of the remaining soil upto a distance of 50 m In ordinary/soft soil #2a 3 0 to 1.5 mtr 4 1.5 to 3 mtr 5 JCB Excavation work by machine/tractor with scraper, breaking of clods of excavated soil, sorting of grass & pebbles, and maintaining section/profile of bund (in cut area) including lifting and lowering of initial lead 250 m and lift upto 3 m. Draft based on chapter 5th of irrigation page number 32 to 34 (Valid from 01/02/2017) Unit 1 cubic metre 6 0 to 1.5 mtr 7 1.5 to 3 mtr 8 15 cm Dressing of land surface by cutting average soil upto 1.5 m and removing vegetation and small plants and lifting of debris and rubble upto 1.5 m and spreading it upto 50 m distance. 9 providing and fixing of 500 micron HDPEPlastic Geomembrane as waterfroofing layerand texured in both side (lining fabric black) . Testing of HDPE Geo membrane should be done as per specifications of GRIGM 13 from independent approved lab. 10 Labour charges for laying & spreading of LDPE / HDPE film of 500 micron on bed and sides including jointing etc. complete as per specifications excluding cost of LDPE film and including cost of overlapping and cost of adhesive tape etc. with transportation charges upto work site complete. 11 Fencing of 150cm height with iron post of 35X35X5mm at a distance of 3m and 30cm deep in ground with cement concrete 1:3:6 (.30X.30X.60m) corners and every 10th post supported by 35X35X5mm iron post, along with black barbed wire in 4 lines, tying and fitting with GI staple wire between 2 posts. Analysis For upto 27m length fencing, including earthwork (concrete 0.54 cm) 12 Foundation and plinth first class brick masonry in cement-gravel 1:6 or 1:8 mixture including closing of side cracks and tamping. Cement mortar 1:6 13 50mm thickness of cement concrete 1:2:4 mixture consisting of 1 cement 2 gravel 4 stone or brick aggregates of 12 m. including pouring, ramming, compaction, tamping etc. Stone aggregate #14(A) 14 Supply of stone lintel and setting it in mortar used in masonry. 75 to 100 mm thickness #36(A) 15 Laying of stone strips on the ground floor, filling of cement 1:6 in the joints of parapet and on both sides of strips and lay brick paving of 100 mm thickness in cement mixture 1:6 and on top of it water resistant cement concrete with ball and roof plaster for up to 1.5 m span. In case of laying of paving of less than the prescribed thickness, 10% amount of total cost should be deducted for every inch less thickness. #59(A) 16 Laying of over baked bricks with cement gravel mortar 1:6 in any void, camber and grade and filling joints with cement mortar 1:6 and spreading over bricks. #150(B) 17 Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40) grade and 0.30 Kg/Sqm. Of VG-10 (80/100)grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge.As per Pwd BSR 18 Cement plaster on wall in the ratio of 1:4 cement-gravel mixed and after scraping joints and after regular watering for 14 days |20mm think#76(b) 19 Cement plaster on wall in the ratio of 1:6 cement-gravel mixed and after scraping joints and after regular watering for 14 days |12mm think ##77(c) 20 providing and fixing of pvc pipe (2.5kg/cm^2) 21 Construction of Tube -well upto 100 meter depth to accommodate housing and assembly pipe in all type of alluvium strata unconsolidated formatin such as pebbles, boulders etc. by percussion/rottary drilling methodas per IS:2800 part 1:1991 and IS 2800 part2 1979(both amended upto date) and technical specification for removal of overburden. The work includes cost of lowering of casing pipe but exclude cost of casing pipe.250mm dia nominal bore.2.2.2as per phed bsr 2022-23/1868-1978/2.8.2022 22 supply of ERW M.S.black casting pipe ISI marked (IS:4270/2001) or amended upto date of grade Fe 410 of following sizes at site of work.2.10.200mm dia nominal bore.(thinkness of pipe 5.4mm&mass of tube 28.46kg/m) 23 Providing & laying cement concrete circular ring 90cm dia. all complete as per direction of Engineer-in-charge.As per Pwd BSR 24 Supplying and pouring cement concrete of 1:2:4/1:1.5:3 mixture in reinforced cement concrete, pressing of roof slabs, eaves, beams, lintels etc., leveling and leveling of surface with 1:3 cement mortar etc. including scaffolding but cost of steel and shuttering separately. Ratio 1:1.5:3 #13(b) 25 Cutting of galvanized iron pipe fittings, making slits and repairing slits! 26 providing and laying bolders concrete 27 Display board ms sheet with angle frame (3x2.5 feet) with paint 28 Name Plate, Photo, Door and Mesh Installation of Hand Pump29 Name Plate, Photo, Door

INR 2000 /-

INR 346000.0 /-

INR 1.72 Crore /-

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