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| 1 | 1.20 m high welded steel wire fencing with 1.80 m RCC posts of standard design placed at every 3 m apart embedded in cement concrete blocks 45 x 45 x 60 cm of mix 1 : 5 : 10 (1 cement : 5 fine sand : 10 stone aggt. 40 mm nominal size), corner end and every 10th post to be strutted and embedded in cement concrete blocks of 70 x 45 x 50 cm of same mix provided with welded steel wire fabric 0.90 m wide, rectangular mesh 75 x 25 mm size weighing not less than 7.75 kg per Sq.m. fixed between the two posts fitted and fixed with GI staples on wooden plugs or tied to 6 mm bar nibs with binding wire including earth work in excavation, concrete work and cost of posts, struts etc complete. |
| 2 | Providing and fixing of childresn\"s play items in children\"s park of approved brand and manufacture as per the direction of Engineer In-Charge for the following: (i) Twister |
| 3 | ii) Cross Trainer |
| 4 | iii) Leg Press |
| 5 | iv) ParllarBars |
| 6 | v) Push up Bars |
| 7 | vi) Sit up Board |
| 8 | vii) Park Bench |
| 9 | viii) Dustbins |
| 10 | (a) Avenue Plantation: Plantation of tree along the boundary wall and as requiredareas in 0.60mm dia holes, 1.00 m deep dug in the ground , mixing the soil with decayed farm yard /sludge manure. Planting the sapling , backfilling the tree trench , watering , fixing the tree ground and maintainingthe plants for one year compelete as per the direction of Engineer In-Charge. |
| 11 | (b) Landscaping:American Blue Grass with selected type of grass including watering and maintenance of the lawn till the grass forms a thick lawm free from weeds and is fit for mowing over well ramed good quaility earth bed mixed with sludge dump manure etc. and maintenance of the lawn for one compepete year as per the direction of Engineer In-Charge. |
| 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.. |
| 13 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 14 | Providing and fixing of Acrylic selfie point with 3D LED lighting letters encasing in durable steel frame and structure with cement concrete mix (1:2:4) in designated place as per the direction of site Engineer. |
| 15 | Desilting of Drainage Systems under various locations of Ward No.16.Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 16 | C/o RCC Retaining Wall at Forest Colony, Damsite near Subu Yanku Residence, Ward No.16, Naharlagun. Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 17 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 18 | Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation |
| 19 | b) Walls including attached buttresses, pilasters etc |
| 20 | Plain/Reinforced cement concrete inopen foundation complete as per drawing and technical specifications(C) RCC Grade M20 |
| 21 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc fromtop offoundation up to floor two level excluding cost of centring,shuttering and reinforcement in (a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size |
| 22 | Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification. (b) Tar/ TMT steel |
| 23 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing foce.Complete as per drawing and Technical specifications |
| 24 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.. A) Granular material |
| 25 | C/o CC Drainage works at Yawn Colony, Ward No.16, Naharlagun.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, into plinth, 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. |
| 26 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 27 | Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation |
| 28 | b) Walls including attached buttresses, pilasters etc |
| 29 | Providing and laying in foundations and plinth cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level |
| 30 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand) |
| 31 | Neat cement punning. |
| 32 | C/o Drainage near NEIST, G-Sector, Ward No.16, Naharlagun.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, into plinth, 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. |
| 33 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 34 | Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation |
| 35 | b) Walls including attached buttresses, pilasters etc |
| 36 | Providing and laying in foundations and plinth cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level |
| 37 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand) |
| 38 | Neat cement punning. |
| 39 | C/o Land Protection Wall at Upper Nyorch, Yupia , Naharlagun.Excavation for Structures (Earth work in excavation of foundation of structuresas per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 40 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 41 | Centring and shuttering including strutting proping etc. and removal of form work for: (a) Footing in foundation |
| 42 | b) Walls including attached buttresses, pilasters etc |
| 43 | Plain/Reinforced cement concrete inopen foundation complete as per drawing and technical specifications (C) RCC Grade M20 |
| 44 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc fromtop offoundation up to floor two level excluding cost of centring,shuttering and reinforcement in a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size |
| 45 | Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification (b) Tar/ TMT steel |
| 46 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing foce.Complete as per drawing and Technical specifications |
| 47 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.. A) Granular material |
