Municipal Corporation-MC has published Construction Of Retaining Wall Below Water Treatment Plant,Rakapcolony,Ward No.18,Naharlagun, 2.C/O Toilet And Bathroom With Overhead Water Tank At Banderdewa Check Gate, 3.C/O Storm Water Drainage At Banderdewa/Karsingsa Under Ward No.20, 4.C/O Reta. Submission Date for this Tender is 27-01-2023. Wall Construction Tenders in banderdewa Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH:1 |
| 2 | 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. |
| 3 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsb) Tar/TMT steel |
| 5 | 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 withcement 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 ina) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 6 | Centring and shuttering including strutting, propping etc and removal of formwork for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 7 | Centring and shuttering including strutting, propping etc and removal of formwork for :b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 8 | 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 |
| 9 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material |
| 10 | SH:2 |
| 11 | 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. |
| 12 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 13 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 14 | Centring and shuttering including strutting, propping etc and removal of formwork for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 15 | Centring and shuttering including strutting, propping etc and removal of formwork for :b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 16 | 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 togive 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) |
| 17 | SH:3 |
| 18 | SH: Toilet and Bathroom with septic tank |
| 19 | SH : 1 : EARTH WORK |
| 20 | 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. |
| 21 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 22 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 23 | SH : 2 : CONCRETE WORK |
| 24 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 25 | Providing and laying damp proof course 50 mm thick with cement concrete 1: 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size). |
| 26 | SH : 3 : RCC WORK |
| 27 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 28 | 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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 29 | 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) 1 : 1.5 : 3 (1 cement :1.5 coarse sand : 3 stone shingle 20 mm nominal size). |
| 30 | 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 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 31 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 32 | Centring and shuttering including strutting, propping etc and removal of form work for :b) Column, pillars, posts and struts etc. |
| 33 | Centring and shuttering including strutting, propping etc and removal of form work for :c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 34 | Centring and shuttering including strutting, propping etc and removal of form work for :d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 35 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars. |
| 36 | SH : 4 : BRICK WORK |
| 37 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 38 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 39 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 40 | SH : 5 : WOOD WORK |
| 41 | Providing approved best available local wood (Class - B II) work in frames of doors, window, clerestory windows and other frames, wrought framed and fixed in position. |
| 42 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. a) 38mm thick best available local wood class - B I |
| 43 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size). |
| 44 | 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. (a) Plain grill |
| 45 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.a) 300 x 16 mm |
| 46 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.c) 150 x 10 mm |
| 47 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.d) 100 x 10 mm |
| 48 | Providing and fixing aluminium handles anodised transparent or dyed to required color or shade with necessary screws etc complete.a) 125 mm |
| 49 | Providing and fixing aluminium handles anodised transparent or dyed to required color or shade with necessary screws etc complete.b) 100 mm |
| 50 | Providing and fixing MS Hooks and Eyes.e) 100 mm |
| 51 | SH : FLOORING |
| 52 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. |
| 53 | SH : FINISHING |
| 54 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 55 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) on the rough side of single or half brick wall. |
| 56 | Neat Cement Punning |
| 57 | White washing with lime on new work (two or more coats) to give an even shade. |
| 58 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade. |
| 59 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 60 | 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. |
| 61 | SH : DRAINAGE |
| 62 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 63 | Providing laying and jointing glazed stone ware pipe grade "A" with stiff mixture of cement mortar in the propor tion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 64 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate20 mm nominal size) neatly finished complete as per standard design.a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 65 | 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. |
| 66 | SH : WATER SUPPLY |
| 67 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).a) 15mm dia |
| 68 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).b) 20mm dia |
| 69 | Providing and fixing brass bib cock of approved quality.a) 15 mm nominal bore. W.C/Bath |
| 70 | Providing and fixing brass stop cock of approved quality.a) 15 mm nominal bore |
| 71 | Providing and fixing PVC connection pipe with brass union. |
| 72 | Providing and fixing CP brass shower rose with 15 mm or 20 mm dia inlet. |
| 73 | SH- SANITARY AND WATER SUPPLY |
| 74 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 75 | 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 brasswaste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 76 | Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete. |
| 77 | Providing and fixing CP brass waste for wash basins and sinks.a) 32 mm dia |
| 78 | 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. |
| 79 | 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. |
| 80 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 81 | 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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 82 | 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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 83 | 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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 84 | 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) 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 corase sand : 3 stone aggregate 20 mm nominal size) |
| 85 | Centring and shuttering including strutting, propping etc and removal of form work for :a)Foundation, footings, bases of columns etc. and mass concrete. |
| 86 | Centring and shuttering including strutting, propping etc and removal of form work for :b)Columns, pillars, posts and struts etc. |
| 87 | Centring and shuttering including strutting, propping etc and removal of form work for :c)Lintels, beams, girders, bressumers and cantilevers etc. |
| 88 | Centring and shuttering including strutting, propping etc and removal of form work for :d)Suspended floors, roofs, landings shelves and their supports balconies and chajjas (3.5m height). |
| 89 | Centring and shuttering including strutting, propping etc and removal of form work for :e) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 90 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel |
| 91 | SH:4 |
| 92 | 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. |
| 93 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth |
| 94 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications b) Tar/TMT steel |
| 95 | 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 withcement 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 corase sand : 3 stone aggregate 20 mm nominal size) |
| 96 | Centring and shuttering including strutting, propping etc and removal of formwork for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 97 | Centring and shuttering including strutting, propping etc and removal of formwork for :b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 98 | 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 |
| 99 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material |
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