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| 1 | UPGRADATION OF SCHOOL ASSEMBLY HALL, PLAY GROUND, SHED AT SARLI OF LOWER SUBANSIRI DISTRICT (ARUNACHAL PRADESH)School Assembly Shed |
| 2 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 3 | Proving and laying in foundation and plinth cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering & shuttering. |
| 4 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 5 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcementa) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 6 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcementa) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 7 | Centering and shuttering i/c strutting proposing etc and removal of form work for(a) Foundation and footings, bases of columns etc and mass concrete. |
| 8 | Centering and shuttering i/c strutting proposing etc and removal of form work for(b) Column, pillars, posts and struts etc. |
| 9 | Reinforcement for RCC work i/c bending, binding and placing in position.TMT/Tar |
| 10 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete |
| 11 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paideparately). |
| 12 | Providing and fixing of Pre Painted Galvalume sheet DYNA Roof (PPGL) Profile Sheet HI-Rib: Trapezoidal Pre-Painted Profile sheet of 550 mpa strenght with 30mm crest height and 200 mm pitch distance with guard film. |
| 13 | Providing Supplying Pre Painted Galvalume sheet DYNA Roof (PPGL) Ridges/ Valley/ Gutter width 610 mm with guard film. |
| 14 | Providing 24 SWG corrugated GI sheet walling fixed with 150 x 10 mm \"L\" or \"J\" hooks bolts and nuts etc complete excluding cost of frame work which shall be paid for separately. |
| 15 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.2 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 16 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.b) 110 mm diameter |
| 17 | Carriage charges |
| 18 | Development of Play ground |
| 19 | Clearing and GrubbingLand(Clearing and grubbingland including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) |
| 20 | Suiface dressing- of the. ground, including removing vegetation and inequaliies notexceedinig 15 cm depth and disposal of rubbish, lead upto 50 m and hift upto 1.5C m.b) Hard Soil |
| 21 | Earthi-work in excavation in all kinds of soil (excluding soit containing 50% or more of shingle ar smail size boulders upto 30 cm size, saturated scil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpase of making embankments or filling up ground depressions, lead upto 50 m and fift upto 1.50 m. |
| 22 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 23 | Consolidation of sub grade with road roller of 8 to 12 tonne capacity including making good theundulations etc with earth or quarry spoils etc and rerolling the subgrade |
| 24 | Supply & Installation ofKids School Play ground Equipments such as Park Swings, Slides, Educational toys, Outdoor Kids Equipments, Tri Cycles, Non Toxic Balls, Puzzles,etc as per the requirements and approval of school authority. |
| 25 | Development of Play ground |
| 26 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 27 | Proving and laying in foundation and plinth cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering & shuttering. |
| 28 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 29 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 30 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 31 | Centering and shuttering i/c strutting proposing etc and removal of form work for(a) Foundation and footings, bases of columns etc and mass concrete. |
| 32 | Centering and shuttering i/c strutting proposing etc and removal of form work for(b) Column, pillars, posts and struts etc. |
| 33 | Reinforcement for RCC work i/c bending, binding and placing in position.TMT/Tar |
| 34 | Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paideparately). |
| 35 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete |
| 36 | Supplyingof Pre Painted Galvalume sheet DYNA Roof (PPGL) Profile Sheet HI-Rib: Trapezoidal Pre-Painted Profile sheet of 550 mpa strenght with 30mm crest height and 200 mm pitch distance with guard film. |
| 37 | Providing Supplying Pre Painted Galvalume sheet DYNA Roof (PPGL) Ridges/ Valley/ Gutter width 610 mm with guard film. |
| 38 | Providing 24 SWG corrugated GI sheet walling fixed with 150 x 10 mm \"L\" or \"J\" hooks bolts and nuts etc complete excluding cost of frame work which shall be paid for separately. |
| 39 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 12.7.2 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 40 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.b) 110 mm diameter |
| 41 | Carriage of materials charges |
