Urban Development And Housing Department has published Construction Of Storm Water Drainage, Landscaping And Rostrum At Nyikum Niya Complex, Nirjuli. Submission Date for this Tender is 24-02-2024. Drainage Tenders in Papum Pare Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH: Dismantling of Existing Rostrum |
| 2 | Demolishing RCC work including stacking of steel bars and disposal of un-serviceable materials within 50 metres lead. |
| 3 | Demolishing brick work in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 4 | Dumping of unserviceable material to dumping site |
| 5 | SH: Construction of Rostrum |
| 6 | 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 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 soil as directed within a lead of 50m |
| 7 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level. |
| 8 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 9 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).concrete excluding cost of centring, shuttering and reinforcement in : |
| 10 | 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). |
| 11 | 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. |
| 12 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in stair cases (excluding landing) except spiral cases 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, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 14 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 15 | b) Column, pillars, posts and struts etc. |
| 16 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 17 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas |
| 18 | e) Stairs (excluding landings) except spiral stair cases. |
| 19 | Reinforcement of RCC work including bending, binding and placing in position complete.a) Tar/TMT steel |
| 20 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:5 (1 cement : 5 fine sand). |
| 21 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 22 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 23 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position |
| 24 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws |
| 25 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws |
| 26 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 27 | 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 |
| 28 | White washing with whiting on new work (three or more coats) to give even shade. |
| 29 | Neat cement punning |
| 30 | Providing two coats of acrylic water based wall putty/ wall filler of Asian Paits/ Berger/ Dulux over concrete/ cement plaster/ brick walls and ceilings both internal and external after removing all the loosely adhering material from the wall/ ceiling surface with the halp of emery stone, putty blade or wire brush, moistening the wall with the help of sufficient quantity of clear water as specified and directed by the department. |
| 31 | 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. |
| 32 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 33 | 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 |
| 34 | Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.a) WC pan with white plastic seat and lid. |
| 35 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. |
| 36 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers |
| 37 | Providing and fixing on wall face asbestos cement soil, waste and vent pipes including jointing with spun yarn soaked in bitumen and cement mortar 1 : 2 (1 cement : 2 coarse sand) complete. a) 100 mm dia |
| 38 | b) 80 mm dia |
| 39 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design |
| 40 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). h) 80 mm nominal bore |
| 41 | e) 40 mm nominal bore |
| 42 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
| 43 | Lumpsum rate provision for local artifacts ,to givelocal touch to the structure |
| 44 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and KerbStones by Manual Means for hill roads. |
| 45 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means andStacking for hill roads. |
| 46 | Cost of Haulage Excluding Loading and Unloading on hill roads . Haulage of materials by tipper excluding cost of loading, unloading and stacking.ii) Unsurfaced Graveled Road (30 Km) |
| 47 | SH: Const. of Flag Base |
| 48 | 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 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 |
| 49 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level. |
| 50 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 51 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : |
| 52 | a) Foundations and plinth |
| 53 | (a)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. |
| 54 | (b) 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. |
| 55 | Ornamental Railing of Steel/Brass as per standard design and manufacture |
| 56 | Provision for GI Pipe 40mm Dia, painted with rustproof paint as per standard manufacture. |
| 57 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and KerbStones by Manual Means for hill roads. |
| 58 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means andStacking for hill roads. |
| 59 | Cost of Haulage Excluding Loading and Unloading on hill roads . Haulage of materials by tipper excluding cost of loading, unloading and stacking.ii) Unsurfaced Graveled Road (30 Km) |
| 60 | SH: Landscaping |
| 61 | Making Lawns including Ploughing and Dragging with "Swagha" Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm) |
| 62 | Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately)) |
| 63 | Grassing with " Doobs" Grass (Grassing with "Doobs" grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) (ii) In rows 7.5 cm apart in either direction |
| 64 | Maintenance of Lawns with Fine Grassing for the First Year |
| 65 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 66 | Sub-Head: MS gate |
| 67 | 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 than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 68 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level. |
| 69 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 70 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 71 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level includingfinishing 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). |
| 72 | 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). |
| 73 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 74 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 75 | e) Column, pillars, posts and struts etc. |
| 76 | Reinforcement of RCC work including bending, binding and placing in position complete. b)Tor/TMT Bars |
| 77 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles, Flats and Channels |
| 78 | Welding by Electric plant |
| 79 | Brick work with best available local bricks in foundations and plinth in cement mortar 1:5 (1 cement : 5 fine sand). |
| 80 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 81 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 82 | Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 83 | 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. |
| 84 | Carriage charges |
| 85 | Sub-Head: Inter locking- CC block Paver |
| 86 | 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 undulation etc. and disposal of surplus earth, lead upto |
| 87 | Consolidation of sub-grade with road roller of 8 to 12 tonnecapacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade |
| 88 | Providing and laying sand including watering, ramming,consolidating and dressing complete. |
| 89 | Providing and laying CC Inter locking block 80 mm thk compacted/M30 |
| 90 | CC Edge wall |
| 91 | 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 up to 1.50m and stacking the excavated soil not more than 3m clear from the edge of the excavation and returing the stacked soil in 15 cm layers when requried, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then desposing of all surplus excavated soil as directed |
| 92 | Plain cement concrete 1:2:4 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. |
| 93 | Carriage |
| 94 | Sub-Head: Septic Tank |
| 95 | 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. |
| 96 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 97 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 98 | Reinforced cement concrete in walls (any thickness) including attached pillasters, 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) of thickness 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 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 99 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto 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 centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 100 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 101 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 102 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel |
| 103 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 104 | Neat Cement Punning |
| 105 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.(100mm dia) |
| 106 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 107 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and KerbStones by Manual Means for hill roads. |
| 108 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means andStacking for hill roads. |
| 109 | Cost of Haulage Excluding Loading and Unloading on hill roads . Haulage of materials by tipper excluding cost of loading, unloading and stacking.ii) Unsurfaced Graveled Road (30 Km) |
| 110 | SH: Storm Water Drainage |
| 111 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary rock (not requiring blasting) Manual Means Depth upto 3 m |
| 112 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation |
| 113 | Plain/Reinforced cement concrete in sub-structure a) RCC Grade M20, Height upto 5m- Case I Using concrete Mixer Using concrete mixer |
| 114 | 20 mm cement plaster 1:4 (1 cement : 3 Fine sand) |
| 115 | Foundation, footings, bases of columns etc. and mass concrete. |
| 116 | Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 117 | Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 118 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 119 | Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and KerbStones by Manual Means for hill roads. |
| 120 | Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means andStacking for hill roads. |
| 121 | Cost of Haulage Excluding Loading and Unloading on hill roads . Haulage of materials by tipper excluding cost of loading, unloading and stacking.ii) Unsurfaced Graveled Road (30 Km) |
| 122 | Sub-Head: CC Drain |
| 123 | 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 than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides offoundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 124 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 125 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 126 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :b) Walls including attached buttresses, pilasters and their caps andbases and string courses etc. up to floor two level. |
| 127 | Centring and shuttering including strutting proping etc. and removal of form work for:b) Walls including attached buttresses, pilasters etc. |
| 128 | 12 mm cement plaster1:4 |
| 129 | Neat Cement Punning (Qty same as Item No.6) |
| 130 | Carriage |
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