Execution Of Household Sewage Service Connection To Existing Sewage Network And Balance Appurtenant Works At Joshiyara Barrage And Colony At Uttarkashi .
Tender Value
40.52 Lakhs
Estimated cost
Bid Submission
16 Oct 2020
0 days left
EMD
1.01 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
JOSHIYARA → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Execution Of Household Sewage Service Connection To Existing Sewage Network And Balance Appurtenant Works At Joshiyara Barrage And Colony At Uttarkashi .
BOQ
| Name of Work:Execution of household sewage serivce connection to existing sewage network and balance appurtenant works at Joshiyara Colony&Barrage, Uttarkashi. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately Bituminous Courses. | BI01010001010000000000000515BI0100001114 | 5.4 | Cum |
| 2 | 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) . | BI01010001010000000000000515BI0100001115 | 11.25 | Cum |
| 3 | 3 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead. | BI01010001010000000000000515BI0100001116 | 90 | Rm |
| 4 | 4 | Dismantling G.I. pipes (external work) pipes within 50 metres lead as per direction of Engineer-in-charge Above to 40 mm nominal bore 15 mm to 40 mm nominal bore. | BI01010001010000000000000515BI0100001117 | 30 | Rm |
| 5 | 5 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and Technical specifications. | BI01010001010000000000000515BI0100001118 | 120.6 | Cum |
| 6 | 6 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001119 | 97.99 | Cum |
| 7 | 7 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001120 | 8 | Cum |
| 8 | 8 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001121 | 12.8 | Cum |
| 9 | 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001122 | 78.39 | Cum |
| 10 | 10 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Nominal mix 1:3:6(Including shuttering) | BI01010001010000000000000515BI0100001123 | 16.28 | Cum |
| 11 | 11 | Providing concrete for plain/ reinforced concrete Nominal mix 1:2:4 (Including Shuttering) | BI01010001010000000000000515BI0100001124 | 59.98 | Cum |
| 12 | 12 | Providing and laying Non Pressure NP-3 Class (Medium Duty) Jointed with stif mixture of cement mortar in the proportion of 1:2 (1 cement : 2 Fine sand) including testing of joints etc. Complete (0 - 1.50 m Depth) 150 mm Dia. | BI01010001010000000000000515BI0100001125 | 40 | Rm |
| 13 | 13 | Providing and laying Non Pressure NP-3 Class (Medium Duty) Jointed with stif mixture of cement mortar in the proportion of 1:2 (1 cement : 2 Fine sand) including testing of joints etc. Complete (0 - 1.50 m Depth) 250 mm Dia. | BI01010001010000000000000515BI0100001126 | 20 | Rm |
| 14 | 14 | Providing and laying Non Pressure NP-3 Class (Medium Duty) Jointed with stif mixture of cement mortar in the proportion of 1:2 (1 cement : 2 Fine sand) including testing of joints etc. Complete (0 - 1.50 m Depth) 300 mm dia | BI01010001010000000000000515BI0100001127 | 20 | Rm |
| 15 | 15 | Constructing RCC circular manhole 1.20 m internal dia at bottom. 1.50 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, | BI01010001010000000000000515BI0100001128 | 2 | No. |
| 16 | 16 | Extra depth for circular type manhole 1.20 m internal dia (at bottom) beyond 1.50 m : With F.P.S. bricks class designation 75. | BI01010001010000000000000515BI0100001129 | 2 | Rm |
| 17 | 17 | Construction of House Connecting Chamber (as per departmental design and drawing) including supply of all material, labour T&P etc.required for proper completion of work | BI01010001010000000000000515BI0100001130 | 2 | No. |
| 18 | 18 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. | BI01010001010000000000000515BI0100001131 | 2619.7 | Kg |
| 19 | 19 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications For nominal mix 1:2:4 Height upto 5m | BI01010001010000000000000515BI0100001132 | 28.24 | Cum |
| 20 | 20 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001133 | 2216.84 | Kg |
| 21 | 21 | Brick work with F.P.S. bricks of class designation 75 in super structure above plinth level upto floor V level in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001134 | 43.96 | Cum |
| 22 | 22 | 15 mm cement plaster on the rough side of single or half brick wall of 1:6 (1 cement: 6 fine sand) | BI01010001010000000000000515BI0100001135 | 266 | Sqm |
| 23 | 23 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001136 | 30 | Sqm |
| 24 | 24 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 110 mm diameter. | BI01010001010000000000000515BI0100001137 | 340 | RM |
| 25 | 25 | Deployment of unskilled Labour for 8 hours in a day inclding all T&P. for miscellaneous work which may be required during One Year. | BI01010001010000000000000515BI0100001138 | 40 | Day |
| 26 | 26 | Engagement of one number excavator for excavating & collection of slip. | BI01010001010000000000000515BI0100001139 | 20 | Hr |
| 27 | 27 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm | BI01010001010000000000000515BI0100001140 | 19.5 | Sqm |
| 28 | 28 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001141 | 126 | Sqm |
| 29 | 29 | Centering and shuttering including strutting, propping etc. and removal of form Columns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001142 | 78 | Sqm |
| 30 | 30 | Cement Concrete with 40% plum & 60 % Plain cement concrete 1:3:7 with 40 mm gauge stone ballast, Course sand and Cement in foundation and floors, including supply of all material labour and T&P, required for proper completion of work. | BI01010001010000000000000515BI0100001143 | 3.6 | Cum |
| 31 | 31 | Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaningeye with chain and lid, sand cast iron drop pipe and bend encased . | BI01010001010000000000000515BI0100001144 | 2 | Each |
| 32 | 32 | Extra for depths beyond 60 cm of sand cast iron drop connection complete:For 150 mm dia sand cast iron drop connection. | BI01010001010000000000000515BI0100001145 | 1 | Rm |
| 33 | 33 | Portable Barricade in Construction Zone Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height. | BI01010001010000000000000515BI0100001146 | 1 | No. |
| 34 | 34 | Execution of household sewage serivce connection of one chamber to existing sewage network including all material T&P etc complete in all respect for proper completion of work | BI01010001010000000000000515BI0100001147 | 78 | No. |
| 35 | 35 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. | BI01010001010000000000000515BI0100001148 | 9 | Cum |
| 36 | 36 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | BI01010001010000000000000515BI0100001149 | 2 | Cum |
| 37 | 37 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. | BI01010001010000000000000515BI0100001150 | 7.14 | Sqm |
| 38 | 38 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :2nd class teak wood 50x12 mm | BI01010001010000000000000515BI0100001151 | 18 | Rm |
| 39 | 39 | 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 hot finished seamless type tubes. | BI01010001010000000000000515BI0100001152 | 150 | Kg |
| 40 | 40 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001153 | 20 | Kg |
| 41 | 41 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m² | BI01010001010000000000000515BI0100001154 | 165 | Sqm |
| 42 | 42 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² | BI01010001010000000000000515BI0100001155 | 25 | Rm |
| 43 | 43 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gm/m² | BI01010001010000000000000515BI0100001156 | 50 | Rm |
| 44 | 44 | 6 mm cement plaster of mix :\n 1:3 (1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001157 | 100 | Sqm |
| 45 | 45 | Neat cement punning | BI01010001010000000000000515BI0100001158 | 50 | Sqm |
| 46 | 46 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100001159 | 100 | Sqm |
| 47 | 47 | Painting with synthatic enamel paint of approved brand and manufacture of required colour to give an even shade:one or more coats on old work. | BI01010001010000000000000515BI0100001160 | 125 | Sqm |
| 48 | 48 | Painting steel work with deluxe multi surface paint to give an even shade.Two or more coat applied @0.90 ltr/10 sqm over and under coat of primer applied @ 0.80 ltr/10 sqm of approved brand or manufacture. | BI01010001010000000000000515BI0100001161 | 150 | Sqm |
| 49 | 49 | Finishing walls with Acrylic Smooth exterior paint of required shade Old work (Two or more coat applied @ 1.67 ltr/10 sqm on existing cement paint surface. | BI01010001010000000000000515BI0100001162 | 125 | Sqm |
| 50 | 50 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | BI01010001010000000000000515BI0100001163 | 12.96 | Sqm |
| 51 | 51 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. | BI01010001010000000000000515BI0100001164 | 2 | Each |
| 52 | 52 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests (Orissa pattern W.C. pan of size 580x440 mm) | BI01010001010000000000000515BI0100001165 | 2 | Each |
| 53 | 53 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. | BI01010001010000000000000515BI0100001166 | 162 | Sqm |
| 54 | 54 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | BI01010001010000000000000515BI0100001167 | 20 | Sqm |
| 55 | 55 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-incharge. | BI01010001010000000000000515BI0100001168 | 200 | Sqm |
| 56 | 56 | Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. size 100x58x1.90 mm | BI01010001010000000000000515BI0100001169 | 10 | No |
| 57 | 57 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete | BI01010001010000000000000515BI0100001170 | 2 | No |
| 58 | 58 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm | BI01010001010000000000000515BI0100001171 | 10 | No |
| 59 | 59 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS 1868) transparent or dyed to required colour or shade with necessary screws etc complete.150x10 mm | BI01010001010000000000000515BI0100001172 | 10 | No. |
| 60 | 60 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete 250x16 mm | BI01010001010000000000000515BI0100001173 | 10 | No. |
| 61 | 61 | Particle Board 12 mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked | BI01010001010000000000000515BI0100001174 | 25 | Sqm |
| 62 | 62 | Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles. | BI01010001010000000000000515BI0100001175 | 25 | Sqm |
| 63 | 63 | Supply & fixing of glvinise mosquito proof heavy quality Iron wire gaize or Expanded metal heavy quality (24X14 gaze) over door/ window including supply fixing necessary screwsnail and all material, labour and T& P etc required for proper completion of the work . | BI01010001010000000000000515BI0100001176 | 12.96 | Sqm |
| 64 | 64 | Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile B Fixing with adjustable lugs with split end tail to each jamb. | BI01010001010000000000000515BI0100001177 | 10.8 | Rmt |
| 65 | 65 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile C Fixing with adjustable lugs with split end tail to each jamb. | BI01010001010000000000000515BI0100001178 | 4.69 | Rmt |
| 66 | 66 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade pigment using white cement | BI01010001010000000000000515BI0100001179 | 80 | Sqm |
| 67 | 67 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material. | BI01010001010000000000000515BI0100001180 | 200 | Cum |
| 68 | 68 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 15 mm dia nominal bore | BI01010001010000000000000515BI0100001181 | 24 | Mtr |
| 69 | 69 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore | BI01010001010000000000000515BI0100001182 | 12 | Mtr |
| 70 | 70 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore | BI01010001010000000000000515BI0100001183 | 3 | NOS |
| 71 | 71 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore | BI01010001010000000000000515BI0100001184 | 2 | No |
| 72 | 72 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 . 15 mm nominal bore | BI01010001010000000000000515BI0100001185 | 2 | No |
| 73 | 73 | Provision for making connection of proposed sewer to existing sewer including making hole in the wall and repairing or new work may be required for proper complition including clearing of existing sewer to required extent by providing pump if necessary . | BI01010001010000000000000515BI0100001186 | 5 | JOB |
| 74 | 74 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material,\nlabour and T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001187 | 32 | Hour |
| 75 | 75 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend | BI01010001010000000000000515BI0100001188 | 78 | Nos |
AI Tender Summary
Tender Timeline
Sep 23, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 19, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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