Gender Budgeting- Construction Of Ladies Room And Toilet At Kanjikuzhy Grama Panchayath Compound
Tender Value
11.74 Lakhs
Estimated cost
Bid Submission
25 Jun 2020
0 days left
EMD
29400
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanjikuzhy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Gender Budgeting- Construction Of Ladies Room And Toilet At Kanjikuzhy Grama Panchayath Compound
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Jun-2020 | Date | Date | 23-Jun-2020 |
| 2 | 24-Jun-2020 | Date Extension | Date | 25-Jun-2020 |
BOQ
| Work Name:Gender Budgeting- Construction of Ladies room and toilet at Kanjikuzhy Grama panchayath compound | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | building proper | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001114 | 17.055 | cum |
| 3 | 1.02 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001115 | 5.561 | cum |
| 4 | 1.03 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001116 | 59.688 | sqm |
| 5 | 1.04 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001117 | 12.391 | cum |
| 6 | 1.05 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001118 | 2.782 | cum |
| 7 | 1.06 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001119 | 278.2 | kilogram |
| 8 | 1.07 | 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001120 | 18.354 | cum |
| 9 | 1.08 | 50.5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level | BI01010001010000000000000515BI0100001121 | 6.497 | cum |
| 10 | 1.09 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001122 | 19.446 | sqm |
| 11 | 1.1 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001123 | 35.244 | sqm |
| 12 | 1.11 | 5.9.16.1 : Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001124 | 23.88 | metre |
| 13 | 1.12 | 5.9.19 : Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | BI01010001010000000000000515BI0100001125 | 17.837 | sqm |
| 14 | 1.13 | 5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001126 | 569.16 | kg |
| 15 | 1.14 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001127 | 27.812 | cum |
| 16 | 1.15 | 50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | BI01010001010000000000000515BI0100001128 | 0.347 | cum |
| 17 | 1.16 | 50.9.4.1 : Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood | BI01010001010000000000000515BI0100001129 | 1.03 | sqm |
| 18 | 1.17 | 50.9.3.1 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood | BI01010001010000000000000515BI0100001130 | 5.361 | sqm |
| 19 | 1.18 | 10.30.1 : Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with :4.0 mm thick glass panes | BI01010001010000000000000515BI0100001131 | 3.466 | sqm |
| 20 | 1.19 | 14.29 : Providing and fixing M.S. round or squre bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows.Providing and fixing M.S. round or squre bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. | BI01010001010000000000000515BI0100001132 | 94.196 | kg |
| 21 | 1.2 | 9.53 : Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001133 | 26 | each |
| 22 | 1.21 | 9.97.3 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm | BI01010001010000000000000515BI0100001134 | 2 | no |
| 23 | 1.22 | 9.100.1 : 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 | BI01010001010000000000000515BI0100001135 | 2 | no |
| 24 | 1.23 | 50.9.15.1 : Supplying and fixing 200 mm Aluminium aldrop | BI01010001010000000000000515BI0100001136 | 1 | no |
| 25 | 1.24 | 50.9.15.3 : Providing and fixing iron hooks and eyes : 200mm. | BI01010001010000000000000515BI0100001137 | 15 | no |
| 26 | 1.25 | 50.9.15.5 : Providing and fixing iron hooks and eyes: 100 mm | BI01010001010000000000000515BI0100001138 | 26 | no |
| 27 | 1.26 | 9.76 : Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | BI01010001010000000000000515BI0100001139 | 1 | no |
| 28 | 1.27 | 50.6.3.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | BI01010001010000000000000515BI0100001140 | 1.409 | cum |
| 29 | 1.28 | 13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001141 | 179.147 | sqm |
| 30 | 1.29 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001142 | 37.94 | sqm |
| 31 | 1.3 | 13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster | BI01010001010000000000000515BI0100001143 | 52.412 | sqm |
| 32 | 1.31 | 9.117.2 : Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 42x50 mm | BI01010001010000000000000515BI0100001144 | 11.601 | metre |
| 33 | 1.32 | 9.118.1 : Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). | BI01010001010000000000000515BI0100001145 | 3.361 | sqm |
| 34 | 1.33 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001146 | 215.053 | sqm |
| 35 | 1.34 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001147 | 99.764 | sqm |
| 36 | 1.35 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001148 | 64.383 | sqm |
| 37 | 1.36 | 13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture . | BI01010001010000000000000515BI0100001149 | 18.489 | sqm |
| 38 | 1.37 | 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | BI01010001010000000000000515BI0100001150 | 13.77 | sqm |
| 39 | 1.38 | 11.41.1 : 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm. | BI01010001010000000000000515BI0100001151 | 26.681 | sqm |
| 40 | 1.39 | 11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete. | BI01010001010000000000000515BI0100001152 | 8.787 | sqm |
| 41 | 1.4 | 11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001153 | 15.451 | sqm |
| 42 | 1.41 | 10.17 : Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | BI01010001010000000000000515BI0100001154 | 2 | each |
| 43 | 1.42 | 50.18.7.4.2 : Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall | BI01010001010000000000000515BI0100001155 | 10 | metre |
| 44 | 1.43 | 50.18.7.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall | BI01010001010000000000000515BI0100001156 | 15 | metre |
| 45 | 1.44 | 50.18.7.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | BI01010001010000000000000515BI0100001157 | 18 | metre |
| 46 | 1.45 | 50.18.7.5.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall | BI01010001010000000000000515BI0100001158 | 25 | metre |
| 47 | 1.46 | 50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 | BI01010001010000000000000515BI0100001159 | 20 | metre |
| 48 | 1.47 | 50.18.9.14.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - External work - Exposed on wall | BI01010001010000000000000515BI0100001160 | 25 | metre |
| 49 | 1.48 | 50.18.9.15.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6 Kgf/cm2 - External work - Exposed on wall | BI01010001010000000000000515BI0100001161 | 20 | metre |
| 50 | 1.49 | 50.18.9.16.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10Kgf/cm2 - External work - Exposed on wall | BI01010001010000000000000515BI0100001162 | 12 | metre |
| 51 | 1.5 | 50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001163 | 20 | metre |
| 52 | 1.51 | 50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001164 | 10 | metre |
| 53 | 1.52 | 17.1.1 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, 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 require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | BI01010001010000000000000515BI0100001165 | 2 | each |
| 54 | 1.53 | 17.17.1 : Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet:250x130x30 mm | BI01010001010000000000000515BI0100001166 | 2 | pair |
| 55 | 1.54 | 17.7.4 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x400mm with single 15 mm C.P.brasspillar taps | BI01010001010000000000000515BI0100001167 | 1 | each |
| 56 | 1.55 | 17.28.2.1 : Flexible pipe32 mm dia | BI01010001010000000000000515BI0100001168 | 1 | each |
| 57 | 1.56 | 17.32.3 : Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Oval shape 450x350 mm (outer dimensions) | BI01010001010000000000000515BI0100001169 | 1 | each |
| 58 | 1.57 | 17.73.2 : Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighting not less than 190 gms | BI01010001010000000000000515BI0100001170 | 2 | no |
| 59 | 1.58 | 18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore | BI01010001010000000000000515BI0100001171 | 2 | each |
| 60 | 1.59 | 18.21.1.2 : 30 cm length20 mm nominal bore | BI01010001010000000000000515BI0100001172 | 2 | each |
| 61 | 1.6 | 18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore | BI01010001010000000000000515BI0100001173 | 2 | each |
| 62 | 1.61 | 18.58.1.1 : Circular type100 mm nominal dia | BI01010001010000000000000515BI0100001174 | 4 | each |
| 63 | 1.62 | 18.65 : Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fittings arrangements, weighing not less than 106 gms.Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fittings arrangements, weighing not less than 106 gms. | BI01010001010000000000000515BI0100001175 | 2 | each |
| 64 | 1.63 | 18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | BI01010001010000000000000515BI0100001176 | 2000 | Litre |
| 65 | 1.64 | 12.41.1 : Providing and fixing on wall face 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, (i) Single socketed pipes.75 mm diameter | BI01010001010000000000000515BI0100001177 | 10 | metre |
| 66 | 1.65 | 50.18.9.21.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend | BI01010001010000000000000515BI0100001178 | 4 | no |
| 67 | 1.66 | 50.18.9.21.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl | BI01010001010000000000000515BI0100001179 | 2 | no |
| 68 | 1.67 | 50.18.9.22.12 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x75 mm dia Reducer | BI01010001010000000000000515BI0100001180 | 2 | no |
| 69 | 1.68 | 50.18.9.22.3 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow | BI01010001010000000000000515BI0100001181 | 5 | no |
| 70 | 1.69 | 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001182 | 45 | sqm |
| 71 | 2 | appendix - c | BI01010001010000000000000515BI0100001183 | ||
| 72 | 2.01 | od64616/2019_2020 : Supplying and erecting ready made RCC spun pipe septic tank , including the rate of earth work excavation, erecting charges , cost of fittings , conveyance etc.complete. Market rate for 50 users/50 flushes. | BI01010001010000000000000515BI0100001184 | 2 | each |
| 73 | 2.02 | 19.32.1 : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001185 | 1 | each |
| 74 | 2.03 | 19.33 : Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | BI01010001010000000000000515BI0100001186 | 2 | each |
| 75 | 2.04 | od64622/2019_2020 : Providing and laying Natural stone with joints 10 mm wide filled with grass including all charges etc. complete as per direction of engineer-in-charge | BI01010001010000000000000515BI0100001187 | 55 | sqm |
| 76 | 2.05 | 16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | BI01010001010000000000000515BI0100001188 | 9.601 | cum |
| 77 | 2.06 | 16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks\nin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,\nthickness & size/ shape, made by table vibratory method using PU mould, laid in\nrequired colour & pattern over 50mm thick compacted bed of sand, compacting and\nproper embedding/laying of inter locking paver blocks into the sand bedding layer\nthrough vibratory compaction by using plate vibrator, filling the joints with sand and\ncutting of paver blocks as per required size and pattern, finishing and sweeping\nextra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design& pattern. | BI01010001010000000000000515BI0100001189 | 63.6 | sqm |
| 78 | 2.07 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001190 | 0.391 | cum |
AI Tender Summary
Tender Timeline
Jun 24, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 23, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 25, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 29, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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