Tender For Construction of Permanent Infrastructure Development Of Nyokum Ground At Tali
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Oct 2026
7 days left
EMD
4.88 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kurung Kumey → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction of Permanent Infrastructure Development Of Nyokum Ground At Tali
BOQ
| Sl. No. | Item Description |
| 1 | SH : Land development of Nyokum ground |
| 2 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 3 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 4 | SH:-PROTECTION WORKS ( Retaining wall=53.00M) |
| 5 | 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.) |
| 6 | I. Ordinary soil |
| 7 | A. Manual Means |
| 8 | (i). upto 3 m depth |
| 9 | 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.) |
| 10 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 11 | (b). Random Rubble Masonry |
| 12 | Dry rubble Flooring |
| 13 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 14 | A. Granular material |
| 15 | SH:- ROSTRUM-1 No |
| 16 | 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. |
| 17 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 18 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 19 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: |
| 20 | a) Foundations and plinth |
| 21 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 22 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 23 | 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. |
| 24 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 25 | Providing and laying damp proop course 25mm thick cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 64graded stone aggregate 10 mm nominal size) excluding the cost of centring and shuttering in : |
| 26 | 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. |
| 27 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 28 | 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 : 1.5 : 3) (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 29 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 30 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 31 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 32 | e) Column, pillars, posts and struts etc. |
| 33 | f) Stairs (excluding landings) except spiral stair cases. |
| 34 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 35 | b) Tar/TMT steel |
| 36 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3(1 cement : 3 fine sand). |
| 37 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 38 | Half bricks masonary (with best available local bricks) in cement mortar 1:4 (1 Cement : 4 Coarse sand ) in foundation and plinth |
| 39 | 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. |
| 40 | 25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement. |
| 41 | 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 |
| 42 | (b). Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. Sqm 3781.605 Sqm 3090.1067861011 a) 38mm thick best available local wood class - B I |
| 43 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 44 | 15mm cement plaster 1:3 (1 Cement : 3 fine Sand) on the rough side of single or half bricks wall |
| 45 | White washing with whiting on new work three or more coats) to give even shade |
| 46 | 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. |
| 47 | 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). |
| 48 | 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. |
| 49 | b) Ornamental grill. |
| 50 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 51 | a) 300 x 16 mm |
| 52 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 53 | b) 250 x 10 mm |
| 54 | c) 150 x 10 mm |
| 55 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 56 | a) 125 mm |
| 57 | b) 100 mm |
| 58 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 59 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. |
| 60 | b) Size of Tile 600x600 mm |
| 61 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. |
| 62 | b) Size of Tile 600x600 mm |
| 63 | (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. |
| 64 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 65 | 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. |
| 66 | 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. |
| 67 | Providing and fixing 40 mm dia GI Pipe outlet in cement mortar 1 : 3 (1 cement : 3 fine sand) including cutting and making good the wall. |
| 68 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 69 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 70 | a) 15 mm nominal bore |
| 71 | Providing and fixing brass bib cock of approved quality. |
| 72 | a)15 mm nominal bore |
| 73 | Providing and fixing brass stop cock of approved quality. |
| 74 | a) 15 mm nominal bore |
| 75 | Providing and fixing PVC connection pipe with brass union. |
| 76 | A) 30 cm length |
| 77 | a) 15 mm nominal bore |
| 78 | 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. |
| 79 | a) Long Pan patten WC Pan |
| 80 | 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 waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. |
| 81 | a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 82 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. |
| 83 | a) 250 x 130 x 30 mm |
| 84 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 85 | a) One urinal basin with 5 Litres CI automatic flushing cistern |
| 86 | 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. |
| 87 | Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. |
| 88 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). |
| 89 | a) 750 x 20 mm size |
| 90 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 91 | a) 100 x 100 x 100 mm |
| 92 | 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). Including Transportation and installation charge. |
| 93 | 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. |
| 94 | a) 0.63 mm thick GI sheet |
| 95 | Providing ridges or hips 60cm overall in plain GI Sheet fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers complets |
| 96 | a) 0.63 mm thick GI sheet |
| 97 | PRIEST HOUSE-1 No |
| 98 | 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. |
| 99 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 100 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: |
| 101 | a) Foundations and plinth |
| 102 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 103 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 104 | 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. |
| 105 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 106 | 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. |
| 107 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 108 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 109 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 110 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 111 | e) Column, pillars, posts and struts etc. |
| 112 | f) Stairs (excluding landings) except spiral stair cases. |
| 113 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 114 | b) Tar/TMT steel |
| 115 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3(1 cement : 3 fine sand). |
| 116 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 117 | 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. |
| 118 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. |
| 119 | a) 38mm thick best available local wood class - B I |
| 120 | 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). |
| 121 | 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. |
| 122 | b) Ornamental grill. |
| 123 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 124 | a) 300 x 16 mm |
| 125 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 126 | b) 250 x 10 mm |
| 127 | c) 150 x 10 mm |
| 128 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 129 | a) 125 mm |
| 130 | b) 100 mm |
| 131 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 132 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 133 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall |
| 134 | White washing with whiting on new work three or more coats) to give even shade |
| 135 | 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. |
| 136 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 137 | 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. |
| 138 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 139 | 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. |
| 140 | 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). Including Transportation and installation charge. |
| 141 | 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. |
| 142 | a) 0.63 mm thick GI sheet |
| 143 | Providing ridges or hips 60cm overall in plain GI Sheet fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers complets |
| 144 | a) 0.63 mm thick GI sheet |
| 145 | SH- a) COMMON TOILET-1 No |
| 146 | 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. |
| 147 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 148 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 149 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: |
| 150 | a) Foundations and plinth |
| 151 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 152 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 153 | 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. |
| 154 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 155 | 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. |
| 156 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 157 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 158 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 159 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 160 | e) Column, pillars, posts and struts etc. |
| 161 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 162 | b) Tar/TMT steel |
| 163 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3(1 cement : 3 fine sand). |
| 164 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 165 | Half bricks masonary (with best available local bricks) in cement mortar 1:4 (1 Cement : 4 Coarse sand ) in foundation and plinth |
| 166 | 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. |
| 167 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. |
| 168 | a) 38mm thick best available local wood class - B I |
| 169 | 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). |
| 170 | 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. |
| 171 | b) Ornamental grill. |
| 172 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. |
| 173 | a) 300 x 16 mm |
| 174 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. |
| 175 | b) 250 x 10 mm |
| 176 | c) 150 x 10 mm |
| 177 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. |
| 178 | a) 125 mm |
| 179 | b) 100 mm |
| 180 | Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 181 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. |
| 182 | b) Size of Tile 600x600 mm |
| 183 | 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. |
| 184 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 185 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall |
| 186 | White washing with whiting on new work three or more coats) to give even shade |
| 187 | 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. |
| 188 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 189 | 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. |
| 190 | Providing and fixing 40 mm dia GI Pipe outlet in cement mortar 1 : 3 (1 cement : 3 fine sand) including cutting and making good the wall. |
| 191 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 192 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 193 | a) 15 mm nominal bore |
| 194 | Providing and fixing brass bib cock of approved quality. |
| 195 | a)15 mm nominal bore |
| 196 | Providing and fixing brass stop cock of approved quality. |
| 197 | a) 15 mm nominal bore |
| 198 | Providing and fixing PVC connection pipe with brass union. |
| 199 | A) 30 cm length |
| 200 | a) 15 mm nominal bore |
| 201 | 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. |
| 202 | a) Long Pan patten WC Pan |
| 203 | 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 waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. |
| 204 | a) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality. |
| 205 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. |
| 206 | a) 250 x 130 x 30 mm |
| 207 | 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. |
| 208 | Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws. |
| 209 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). |
| 210 | a) 750 x 20 mm size |
| 211 | Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 212 | a) 100 x 100 x 100 mm |
| 213 | 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. |
| 214 | 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). Including Transportation and installation charge. |
| 215 | 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. |
| 216 | a) 0.63 mm thick GI sheet |
| 217 | Providing ridges or hips 60cm overall in plain GI Sheet fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers complets |
| 218 | a) 0.63 mm thick GI sheet |
| 219 | SH- b) SEPTIC TANK- 1 No |
| 220 | 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. |
| 221 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in : |
| 222 | a) Foundations and plinth |
| 223 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 224 | 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 225 | Reinforced cement concrete in sretaining wall (any thickness) including attached pillaster, buttreses, plinth and string course, filter etc from top to foundation upto floor two level 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). |
| 226 | 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). |
| 227 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 228 | b) Walls including attached buttresses, pilasters etc. |
| 229 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 230 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 231 | b) Cold twisted bars. |
| 232 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 233 | Neat cement punning. |
| 234 | SH:- BOUNDARY WALL (L=530.00M) |
| 235 | Earth work in excavation in foundation and trenches etc .in soil containing 50% or more of shingle or small size boulders upto 30cm size and lift upto 1.50m and stacking the excavated soil not more than 3m clear from the edge of excavation and returning the stack soil in 15 cm layer when required into side of plinth sides of foundation etc. consolidating earth deposited layer by ramming and watering and disposing of all surplus soil as directed within a lead of 50m. |
| 236 | Providing and laying cement concrete 1 : 4 : 8 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: |
| 237 | a) Foundations and plinth |
| 238 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: |
| 239 | a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc upto floor two level. |
| 240 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 241 | a) foundation, footings , bases of columns etc and mass concretes. |
| 242 | b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc upto floor two level. |
| 243 | e) Column, pillars, posts and struts etc. |
| 244 | d) Lintels, beams, girders, bressumers and cantilivers etc. |
| 245 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 246 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 247 | 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. |
| 248 | a) M20 1 : 1.5: 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 249 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 250 | 1) Mild Steel |
| 251 | 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. |
| 252 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 253 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 254 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 255 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 256 | Providing and fixing square bar 12 mm dia in position as per direction of of Engineer In charge. |
| 257 | 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. |
| 258 | SH:- WECOME GATE- 1 No. |
| 259 | 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. |
| 260 | Dry rubble flooring |
| 261 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 262 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : Foundations and plinth. |
| 263 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : . M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 264 | 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. .M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 265 | 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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 266 | 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 withM20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 267 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers bands and facias 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 the 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 fine sand : 4 stone aggregate 12.5 mm nominal size). |
| 268 | Extra for all RCC work above floor two levele xcluding cost of reinforcement. |
| 269 | Reinforcement of R.C.C. work including bending, binding and placing in position complete, b) Tar/ TMT steel. |
| 270 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 271 | a). Foundation, footings, bases of columns etc. and mass concrete. |
| 272 | b). Column, pillars, posts and struts etc. |
| 273 | c). Lintels, beams, girders, bressumers and cantilevers etc. |
| 274 | d). Suspended floors, roofs, landings shelves and their supports, balconies and chajjas ( 3.5 m height). |
| 275 | f). Vertical and horizontal fins individually or forming box louvers bands and facias. |
| 276 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) . |
| 277 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). |
| 278 | Providing and fixing M.S. Gate i/c transportation at site as per specification and direction of engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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