Suvidha Provider (Maintenance Work With Material) At Swarnim Gujarat Sports University Desar

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Suvidha Provider (Maintenance Work With Material) At Swarnim Gujarat Sports University Desar; 1 SITE CLEARING Clearing and grubbing road land includding uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm removal of stumps of tress cut earlier and disposal of unserviceable materials. A) By Mechanical means in area of light jungle. Hectare Separate sheet attached 2 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (D) By mechanical means in area of thorny jungle Hectare Separate sheet attached 3 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (A) By manual means in area of light jungle Hectare Separate sheet attached 4 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (B) By manual in area of thorny jungle Hectare Separate sheet attached 5 BARBED WIRE FENCING Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete. Rmt Ch- 22, Item code 22001 6 Providing and fixing 2.0 Metre high fencing with 2.8 Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete. Rmt Ch- 22, Item code (22001 *2)/1.2 7 Providing and Fixing concertina coil fencing with 600 mm dia. Upto 3.00 metre hight of wall with iron Y shaped placed 2.40 mt or 3.00 mtr apart and with 9 horizontal R.B.T. stud tied with G.I. Staples and G.I. Clipls to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of enginner in Charge with reinforced barbed tape (R.B.T.)/spring core (2.50 mm thick) wire of high tensile of 165 Kgs/sqm with tape (0.52 mm thick) of Supreme make or equivelent and weight 43.47 gm/mtr [cost is included of M.S. angle 40mmx40mmx6mm, C.C. blocks size 230mmx230mmx150mm (1:2:4)] Rmt Separate sheet attached 8 PRECAST COMPOUND WALL Supplying, erection, fixing of Precast compound wall comprising of RCC plank (Length-upto 2500 mm, 2100mm Ht above NGL/FGL ) with 50mm thickness with HT Steel & CC Grade M25, RCC Pole size up to 3650 mm x 150 mm x 150 mm with HT Steel & CC Grade M25 and including providing and laying cement concrete 1:2:4 proportion, Providing and laying M-25 grade cement concrete for foundation of size 450 mm x 450 mm x 900 mm for holding of Columns as per direction of engineer in charge. Rate is also include the required Excavation ,disposal of excavated earth upto all lead and lift., necessary formwork etc. complete as per drawing and as directed by the Engineer in charge. Rmt Separate sheet attached 9 EARTHWORK Earthwork in cutting the surface to proper slope and chamber for making a base including removing the excavated stuff and depositing up to any lead as deirected Cum Item Code. 26005 10 Build up of the base to the required level Once the top soil has been re distributed , it shall be graded with a grader with tilting blades or its equivalent and must be fine shape of the field the surface must be stable and rock free Sqm Separate sheet attached 11 Rolling and Consolidating of soling including filling in depression which occurs during the process with power roller 8 tonne to 12 tonne. and compacting the bed as per specifications to core test 97% compacting complete in all respects to the entire satisfaction of the Engineer-in -charge. Sqm Item code 26021 12 EARTH WORK Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and refilling the sides of trenches with excavated earth or disposing off the excavated stuff upto upto all lead .(A) Loose or soft soil Cum Item No.4.0.0.0 (A), Page.29 Except disposing off the excavated stuff upto All lead. Instead of up to 50m .... more in document