Urban Development And Housing Department has published Construction Of Parking Place And Beautification Near Vkv School Kharsang.. Submission Date for this Tender is 11-03-2024. Parking System Tenders in kharsang Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SIDE DEVELOPMENT / EARTHFILLING |
| 2 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material |
| 3 | Clearing and Grubbing Road Land . (Clearing and grubbing road land 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.)- In area of thorny jungle |
| 4 | RCC RETAINING WALL |
| 5 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more tha |
| 6 | Providing and laying in foundations and plinth cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 7 | Providing and laying in foundations and plinth cement concrete 1 : 2 : 4(1 cement : 2coarse sand : 4graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 8 | 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 corase sand : 3 stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete in walls (any thickness) including attached pilasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) ofthickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring,shuttering and reinforcement in - a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 10 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Tar/ TMT steel |
| 11 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 12 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 13 | 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 :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 14 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 15 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint |
| 16 | Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work. |
| 17 | CC PAVEMENT ( PARKING AREA) |
| 18 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm). |
| 19 | Dry Lean Cement Concrete Sub- baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 20 | Cement Concrete Pavement:-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 21 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 22 | Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work. |
| 23 | PARKING SHED |
| 24 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 25 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 26 | 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. |
| 27 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 28 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 29 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 30 | b) Columns, pillars and piers. |
| 31 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Tar/ TMT steel |
| 32 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 33 | 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 etc complete (welding to be paid separately). |
| 34 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. |
| 35 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. |
| 36 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 37 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 38 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 39 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 40 | Painting two or more coats on GI sheets with ready mixed superior paint of approved brand and manufacture on new work to give an even shade. |
| 41 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand :6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth |
| 42 | Supplying and fixing of stainless steel bench of 3 seater at site. |
| 43 | Providing ,fixing and installation of Metal black Screen LED Display Board for bus stop |
| 44 | Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work. |
| 45 | STREET LIGHT |
| 46 | Providing and fixing street Light |
| 47 | PLANTATION |
| 48 | Avenue Plantation:Plantation of tree along the boundary wall and as required areas in 0.60 mm dia holes, 1.00 m deep dug in the ground. |
| 49 | Floral Bed: Floral bed with selected floral plants including making of pits of required size at site,refilled with good quality of soil with manure and pesticide etc. |
| 50 | BOUNDARY WALL |
| 51 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Column, pillars, posts and struts etc. |
| 52 | 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 corase sand : 3 stone aggregate 20 mm nominal size). |
| 53 | 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 corase sand : 3 stone aggregate 20 mm nominal size). |
| 54 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Tar/ TMT steel |
| 55 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 56 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 57 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 58 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 59 | Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work. |
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