Construction Of Decentralize Segregation Shade Construction Of Decentralize Segregation Shade
Tender Value
1.46 Crore
Estimated cost
Bid Submission
17 Nov 2021
0 days left
EMD
2.93 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nanakmatta → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Decentralize Segregation Shade Construction Of Decentralize Segregation Shade
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Leachate Holding Tank |
| 2 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil |
| 3 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :All kinds of soil |
| 4 | Providing and laying 1.5 mm thick HDPE Geo membrane layer. |
| 5 | Installation of HDPE liner of 1.5 mm by fusion method |
| 6 | Providing and laying 0.3m thick Barrier layer of Compacted Clay |
| 7 | Pipe non Perforated 20 mm dia |
| 8 | Construction of Concrete Road |
| 9 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil |
| 10 | Dry stone pitching 22.5 cm thick including supply of stones andpreparing surface complete. |
| 11 | 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 mm nominal size |
| 12 | 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 (zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 13 | Construction of Sanitary Landfill |
| 14 | Clearing and Grubbing Road Land including uprooting wild vegetation grass, bushes, shrubs, saplings and Trees of girth upto 300 mm, Removal of stumps of such Trees cut earlier and Disposal of unservicable Materials and stacking of Irreversible Material to be used or auctioned, upto a lead of 1000m including Removal and Disposal of Top Organic soil not exceeding 150 mm in thickness as per Techincal Specification Clause: 201. In area of Non Thornt Jungle |
| 15 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m. trimming bottom and side slopes in accordance with requirements of lines, grades nd crosssections as per Technical Specification Clause 302.3.5 |
| 16 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22,5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc.and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 17 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type ol screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 18 | Carriage of Gravel 40 mm nominal size |
| 19 | providing and laying of Geo-txtile membrane ofr 350 gm/sqm below the drainage layer (10% extra for covering side and joining sheet |
| 20 | Installing of geo-textile by stiching method |
| 21 | providing and laying 1,5 mm thick HDPE Geo-txtile membrane (10% extra for covering side and joining sheet) |
| 22 | Installing of HDPE liner (10% extra for covering side and joining sheet) |
| 23 | Providing and laving Geo Synthetic Clay Liner (6-7 mm thickness) above the clay layer (Non-laminated) ( 10% extra for covering side and jointing sheet) |
| 24 | Installing of GCL By overlaping method HSC/ SAC CODE 995465 |
| 25 | Lenth of lateral Pipe ( 110 mm OD) |
| 26 | Lenth of lateral Pipe ( 200 mm OD) |
| 27 | laying , spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness , hand picking ,rolling with 3 wheeled road /vibratory roller 8-10 tonne capacityin stages to proper grade and camber, applying and broomingrequisite type of screening/ binding materail to fill up interstices of coares aggregate, watering and compacting to the required density .Providing and laying 0.3 m thick Gas Collection layer-Gravel |
| 28 | Carriage of Gas Collection Layer Gravel 40 mm nominal size |
| 29 | Prociding and laying 0.6 m thick Barried layer of Compacted |
| 30 | Supplying and stacking at site . Good earth |
| 31 | Spreading of sludge, dump manure and /or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and /or good earth to be paid separately) |
| 32 | Supplying and stacking at site . Good earth |
| 33 | Laying , spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness , hand picking ,rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and broomingrequisite type of screening/ binding materail to fill up interstices of coares aggregate, watering and compacting to the required density . 0.15 m Drainagelayer of Gravel |
| 34 | Carriage of Gas Collection Layer Gravel 40 mm nominal size |
| 35 | Grassing with \"Doobs \" Grass 9 Grassing with \"Doobs\" ,grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including suppliying good earth if needed ) In rows 15 cm apart in either direction |
| 36 | proving and laying of Geo-textile membrane of 350 gm/sqm below the drainage layer (10% extra for covering side and joining sheet ) |
| 37 | Installing of Geo-textile by stiching method |
| 38 | proving and laying 1.5 mmthick HDPE Geo-textile membrane (10 % extra for covering side and joining sheet) |
| 39 | Installing of HDPE liner ( 10% extra for covering side and joining sheet ) |
| 40 | Gas Connection Pipe perforated ( 110 mm dia) |
| 41 | Gas Connection nonPipe perforated ( 200 mm OD ) |
| 42 | Earth work in excavation by mechanical means ( Hydrulic excavator ) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan,) including gatting out the excavated soil and disposal of surplus excavtedsoil as directed , within a lead of 50 m All kinds of soil |
| 43 | Filling available excavated earth in treanchs Plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 mtr and lift upto 1.5 mtr |
| 44 | Provingand 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 mm nominal size |
| 45 | Brick work with common burnt clay F. P.S ( non modular ) bricks of class designation 7.5 in foundatiopn and plinth in Cement morter 1:4 ( 1 cement : 4 coarse sand ) |
| 46 | Providing and laying in position specified grade of reinforced Cement concreteexcluding the cost of centering ,shuttering, finishing and Reinforcement -All work up to Plinth Level: 1:2:4( 1 Cement:2 Coarse Sand: 4 Graded stone aggregate 20 mm nominal Size |
| 47 | Centering and Shuttering including strutting, propping etc and removal of form for |
| 48 | 12 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 49 | Steel Reinforcement for R.C.C Work including Straightening, cutting, bending, placing in Position and binding all complete upto Plinth Level. Thermomechanically Treated Bars of Grade Fe - 500D or More |
| 50 | Construction of Green Belt |
| 51 | Nos. of Plants in Taking 2mX2m grid with distance 2m difference between two plant |
| 52 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug inthe ground, mixing the soil with decayed farm yard/sludge mannure, planting thesaplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) |
| 53 | Construction of Strom Water Drain |
| 54 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil |
| 55 | Filling available excavated earth in trenches Plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 mtr and lift upto 1.5 mtr |
| 56 | 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 mm nominal size |
| 57 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 59 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 60 | Construction of Compost Pad |
| 61 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil |
| 62 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 63 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).63 mm to 45 mm size stone aggregate |
| 64 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).53 mm to 22.4 mm size stone aggregate |
| 65 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .All works upto plinth level |
| 66 | Providing and laying in position machine batched and machine mixed design mix M-25 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/ less cement used as per design mix is payable/recoverable separately). |
| 67 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 68 | Construction of Septic Tank |
| 69 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil |
| 70 | 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 mm nominal size |
| 71 | 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 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size). |
| 72 | Providing and laying in position machine batched and machine mixed design mix M-25 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/ less cement All works above plinth level upto floor V level |
| 73 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 74 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 75 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 76 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand |
| 77 | 12 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 78 | Construction of Staff Room Cum Storage |
| 79 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil |
| 80 | Filling available excavated earth in trenches Plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 mtr and lift upto 1.5 mtr |
| 81 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 82 | 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 mm nominal size |
| 83 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 84 | Providing and laying in position machine batched and machine mixed desine mix M-25 grade cement concrete for retinforced cement concrete work, using cement content as per approved desine 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 imparing strength and durability as per direction of Engineer-in-charge.\"(Note :-Cement content considered in this item is @330 kg/cum.\"Excess/ less cement used as per desine mix is payable/recoverable separately). All works upto plinth level |
| 85 | Providing and laying in position machine batched and machine mixed design mix M-25 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/ less cement All works above plinth level upto floor V level |
| 86 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 87 | 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).Sal wood 9.1.2 |
| 88 | 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 |
| 89 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 91 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 92 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 93 | 12 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 94 | White washing with lime to give an even shade :New work (three or more coats) |
| 95 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 96 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 97 | Painting with oil type wood preservative of approved brand and manufacture :New work (two or more coats) |
| 98 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :100 mm dia. R.C.C. pipe |
| 99 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern |
| 100 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 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 580x440 mm with integral type foot rests |
| 101 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement,ncluding cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 102 | Construction of Security Cabin |
| 103 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group B |
| 104 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 105 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the 2Pair. |
| 106 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 107 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.75 mm X 75 mm X 60 mm deep |
| 108 | Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections butexcluding modular plate etc. as required. |
| 109 | 5/6 A switch |
| 110 | 3 pin 5/6 A socket outlet |
| 111 | Telephone socket outlet |
| 112 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 113 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 114 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 115 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 116 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single corecable, including providing and fixing phenolic laminated sheetcover on the fan box etc. as required. |
| 117 | Providing and fixing circular/ Hexagonal GI box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 118 | Supply of AC 230/250 volts, 50 HZ energy ceiling fan with standarddown rod, Blades, 2 nos. caps etc. complete 1200 mm Sweep |
| 119 | Supply of following size of pvc sheathed LT XLPE armoured aluminium 1.1 KV grade, as required of the sizes. |
| 120 | 3.5c X 50 sq. cable. |
| 121 | 4c X 10 sq. mm cable |
| 122 | Construction of Gate |
| 123 | Providing and Fixing M.S Grills of Required Patterns in Frames of Windows etc with M S Flats , Square or Round Bars Etc. including priming coat woth approved steel primer all Complete Fixed to Steel windows by Welding. |
| 124 | Construction of Boundary Wall |
| 125 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m all Kinds of soil. |
| 126 | Filling available excavated earth in trenches Plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 mtr and lift upto 1.5 mtr |
| 127 | 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 mm nominal Size |
| 128 | Providing and laying in position machine batched and machine mixed design mix M-25 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/ less cement used as per desine mix is payable/recoverable separately. All works upto Plinth Level. |
| 129 | Providing and laying in position machine batched and machine mixed design mix M-25 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/ less cement used as per desine mix is payable/recoverable separately. All works upto Floor V Level. |
| 130 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 131 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 132 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation: Cement Mortar 1:6 (1 Cement: 6 coarse sand) |
| 133 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 134 | Finishing wall with Premium Acrylic Smooth exterior Paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 Ltr/ 10 Sqm over and including Priming Coat of exterior coat of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm using Primer as per Manufacturers specifications: Painting wood work with Deluxe Multi Surface Paint of Required Shade. Two or More coat applied @ .090 ltr/ 10 Sqm over and under coat of Primer applied @ .75 Ltr/ 10 sqm of approved brand and Manufacture. |
| 135 | Supplying at site Angle iron post & Strut of required Size including bottom to be split and bent at right angle in opposite direction from 10 cm Length and drilling holes upto 10 mm dia etc. Complete |
| 136 | Fencing with angle Iron post placed at required distance embedded in cement concrete blocks every 15 Posts, Last but one end Post and Corner post shall be struted on both sides and end post on one side only using GI Barbed Wire. |
| 137 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in Position and binding all complete upto Plinth level. Thermomechanically Treated Bars. |
| 138 | Construction of Compost and Segregation Shed |
| 139 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m all Kinds of soil. |
| 140 | Filling available excavated earth in trenches Plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 mtr and lift upto 1.5 mtr |
| 141 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 142 | 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 mm nominal Size |
| 143 | Providing and laying in position machine batched and machine mixed design mix M-25 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/ less cement used as per desine mix is payable/recoverable separately. All works upto Plinth Level. |
| 144 | Providing and laying in position machine batched and machine mixed design mix M-25 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/ less cement used as per desine mix is payable/recoverable separately. All works upto Floor V Level. |
| 145 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars |
| 146 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 147 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 148 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 149 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation: Cement Mortar 1:6 (1 Cement: 6 coarse sand) |
| 150 | 52mm Thick cement Concrete flooring with concrete hardener topping under layer 40mm thick cement concrete 1:2:4 and top layer 40 mm thick cement concrete 1:2:4 |
| 151 | Providing 12mm Cement plaster 1:6 with Clean fine sand |
| 152 | Structural Steel Work riveted, bolted or welded in built up sections, trusses and Framed work including cutting Hoisting Fixing in Position and applying Priming Coat of Approved steel primer all Complete |
| 153 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer in Charge) 0.50 mm (+ 0.05%) total coated thickness with Zinc Coating 120 grams per sqm as per IS: 277, in 240 mpa Steel grade, 5-7 microns epoxy primer on both 8the side of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 Microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in Charge. The Steel shall be fixed using Self Drilling/ self tapping screws of size (5.55 * 55mm) with EPDM seal, Complete upto any pitch in Horizontal/vertical or curved surfaces, excluding the cost of Purlins, rafters and trusses and Including cutting to Size and Shape. |
| 154 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (+.05%) total coated thickness, Zinc coating 120 grams oer Sqm as per ISS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both the side of the sheet and Polyester top coat 15-18 Miscrons using self drilling/ self tapping screws complete: 12.21.1 ridges Plain (500-600 mm) |
| 155 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (+.05%) total coated thickness, Zinc coating 120 grams oer Sqm as per ISS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both the side of the sheet and Polyester top coat 15-18 Miscrons using self drilling/ self tapping screws complete: Gutter (600 mm over all girth) |
| 156 | Construction of Staff Room Cum Storage - Electrical |
| 157 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group B |
| 158 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 159 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 160 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 161 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 162 | 4 X 4 sq. mm + 2 X 4 sq. mm earth wire |
| 163 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 164 | Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the 2Pair. |
| 165 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 166 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.75 mm X 75 mm X 60 mm deep |
| 167 | Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections butexcluding modular plate etc. as required. |
| 168 | 5/6 A switch |
| 169 | 3 pin 5/6 A socket outlet |
| 170 | Telephone socket outlet |
| 171 | Bell Push |
| 172 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 173 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providingand fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 174 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 175 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 176 | Supplying and fixing brass batten/ angle holder including connections etc. as required. |
| 177 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 178 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single corecable, including providing and fixing phenolic laminated sheetcover on the fan box etc. as required. |
| 179 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep |
| 180 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 181 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator)6 way (4 + 18), Double door |
| 182 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole |
| 183 | Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 A |
| 184 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. |
| 185 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) |
| 186 | Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.225 mm width X 50 mm depth X 1.6 mm thickness |
| 187 | Providing and fixing circular/ Hexagonal GI box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick GI sheet with its top surface hacked for proper bonding, top lid shall be screwed into the GI box by means of 3.3 mm dia round headed screws, one lock at the corners, clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 188 | Supply of AC 230/250 volts, 50 HZ energy ceiling fan with standarddown rod, Blades, 2 nos. caps etc. complete 1200 mm Sweep |
| 189 | Supply of AC 230/250 volts, 50 HZ energy Exhaust fan including Providing Nuts Bolts mounting frame and other accessories |
| 190 | Supply And Fixing heavy duty wall mounted fan 400 mm dia |
| 191 | Supply of LED Glass Bulb B22,12 W |
| 192 | Supply And Fixing T LED Tube Light |
| 193 | Supply And Fixing Ceiling Light |
| 194 | Supply And Fixing of Main panel with 1 no incomer of 100 amo. TPN MCCB (25 KA) & outgoing of 02 no. outgoing of 15 amp FP MCB with suitable busbar Change over switch ammeter |
| 195 | Supply of following size of pvc sheathed LT XLPE armoured aluminium 1.1 KV grade, as required of the sizes. |
| 196 | 3.5c X 50 sq. cable. |
| 197 | 4c X 10 sq. mm cable |
| 198 | Supply And Installation Steel Tubler pole 4.5 mtr long having folloing diamesion approved by engieneer in charge with making connection complete in all respect |
| 199 | Supply And Fixing LED Street Light lminaire (1X50 W) |
| 200 | Construction of Security Cabin - Civil Work |
| 201 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kinds of soil |
| 202 | Filling available excavated earth in trenches Plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 mtr and lift upto 1.5 mtr |
| 203 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 204 | 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 mm nominal size |
| 205 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand |
| 206 | 40 mm thick DPC (1:2:4) |
| 207 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 208 | Providing and laying in position machine batched and machine mixed desine mix M-25 grade cement concrete for retinforced cement concrete work, using cement content as per approved desine 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 imparing strength and durability as per direction of Engineer-in-charge.\"(Note :-Cement content considered in this item is @330 kg/cum.\"Excess/ less cement used as per desine mix is payable/recoverable separately). All works upto plinth level |
| 209 | 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).Sal wood 9.1.2 |
| 210 | 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 |
| 211 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 212 | 12 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 213 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 214 | White washing with lime to give an even shade :New work (three or more coats) |
| 215 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 216 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 217 | Painting with oil type wood preservative of approved brand and manufacture :New work (two or more coats) |
| 218 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :100 mm dia. R.C.C. pipe |
AI Tender Summary
Tender Timeline
Nov 12, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 17, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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