Tender For Request For Qualification (Rfq) Cum Request For Proposal (Rfp) For Establishment Of Modern Carcass Utilization Plant For Fallen Animals At Sajwan Nagar, Ghaziabad
Tender Value
5.77 Crore
Estimated cost
Bid Submission
16 Mar 2024
0 days left
EMD
5 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Request For Qualification ( Rfq ) Cum Request For Proposal ( Rfp ) For Establishment Of Modern Carcass Utilization Plant For Fallen Animals At Sajwan Nagar, Ghaziabad
BOQ
| Sl. No. | Item Description |
| 1 | CARCASS UTILIZATION PLANT- PLANT BUILDING |
| 2 | Clearing jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 4 | 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) |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of formwork. |
| 7 | Suspended floors, roofs, landings, balconies and access platform |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 9 | CONCRETE WORK |
| 10 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 14 | BRICKWORK |
| 15 | 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) |
| 16 | Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand (zone-III):4 graded stone aggregate 12.5 mm nominal size) |
| 17 | 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 1:4 (1 cement : 4 coarse sand) |
| 18 | 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 1:4 (1 cement : 4 coarse sand) |
| 19 | PLASTER WORK |
| 20 | 12 mm Cement plaster of mix in single coat:.(III) 1 Cement : 6 fine sand etc all comp |
| 21 | 12 mm Cement plaster of mix in single coat:. (II) 1 Cement : 4 fine sand |
| 22 | 15 mm Cement plaster on the rough side of single or half brick wall of mix:(III) 1 Cement : 6 fine sand |
| 23 | FLOORING |
| 24 | Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete (40mm thick with 20mm nominal size stone aggregate) |
| 25 | 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) |
| 26 | Providing and fixing Ist 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 27 | 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. |
| 28 | 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. |
| 29 | DOOR - WINDOW |
| 30 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with holdfast lugs or with dash fasteners of required dia and length. |
| 31 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Ply wood 7 ply, 9 mm thick (Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type) |
| 32 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z-sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions, at top, bottom and sides with required EPDM rubber/neoprene gasket etc.Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 33 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (80x1.25 mm M.S. laths with 1.25 mm thick top cover) |
| 34 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 35 | Varnishing with varnish of approved brand and manufacture: one or more coats with copal varnish. |
| 36 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 37 | Painting top of roofs with bitumen of approved quality @ 17kg per 10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG-10. |
| 38 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 39 | 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 side of the sheet and polyester top coat 15-18microns. 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 Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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 wherever required. |
| 40 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) |
| 41 | Gutter .(600 mm over all girth) |
| 42 | ESTIMATE FOR ADMINISTRATIVE BUILDING |
| 43 | EARTH WORK |
| 44 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 45 | 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) |
| 46 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of formwork. |
| 48 | Suspended floors, roofs, landings, balconies and access platform |
| 49 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 50 | CONCRETE WORK |
| 51 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 52 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 53 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 54 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 55 | BRICKWORK |
| 56 | 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) |
| 57 | Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand (zone-III):4 graded stone aggregate 12.5 mm nominal size) |
| 58 | 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 1:4 (1 cement : 4 coarse sand) |
| 59 | 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 1:4 (1 cement : 4 coarse sand) |
| 60 | PLASTER WORK |
| 61 | 12 mm Cement plaster of mix in single coat:.(III) 1 Cement : 6 fine sand |
| 62 | 12 mm Cement plaster of mix in single coat:.(II) 1 Cement : 4 fine sand |
| 63 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 64 | FLOORING |
| 65 | Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete (40mm thick with 20mm nominal size stone aggregate) |
| 66 | 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) |
| 67 | Providing and fixing Ist 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 68 | DOOR - WINDOW |
| 69 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with holdfast lugs or with dash fasteners of required dia and length. |
| 70 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Ply wood 7 ply, 9 mm thick (Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type) |
| 71 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z-sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions, at top, bottom and sides with required EPDM rubber/neoprene gasket etc.Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 72 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 73 | Painting steel work with Deluxe Multi Surface paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an undercoat of primer applied @0.80 ltr/10 sqm of approved brand and manufacture. |
| 74 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 75 | Painting top of roofs with bitumen of approved quality @ 17kg per 10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG-10. |
| 76 | ESTIMATE FOR SECURITY ROOM WITH TOILET |
| 77 | EARTH WORK |
| 78 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 79 | 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) |
| 80 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 81 | Centering and shuttering including strutting, propping etc. and removal of formwork. |
| 82 | Suspended floors, roofs, landings, balconies and access platform |
| 83 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 84 | CONCRETE WORK |
| 85 | aProviding 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 86 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 87 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 88 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 89 | BRICK WORK |
| 90 | 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) Upto plinth level |
| 91 | Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand (zone-III):4 graded stone aggregate 12.5 mm nominal size) |
| 92 | 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 1:4 (1 cement : 4 coarse sand) |
| 93 | PLASTER WORK |
| 94 | 12 mm Cement plaster of mix in single coat:.(III) 1 Cement : 6 fine sand |
| 95 | 12 mm Cement plaster of mix in single coat:.(II) 1 Cement : 4 fine sand |
| 96 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 97 | FLOORING |
| 98 | Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete (40mm thick with 20mm nominal size stone aggregate) |
| 99 | 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) |
| 100 | Providing and fixing Ist 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 101 | DOOR - WINDOW |
| 102 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with holdfast lugs or with dash fasteners of required dia and length. |
| 103 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Ply wood 7 ply, 9 mm thick (Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type) |
| 104 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z-sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions, at top, bottom and sides with required EPDM rubber/neoprene gasket etc.Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 105 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 106 | Painting steel work with Deluxe Multi Surface paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an undercoat of primer applied @0.80 ltr/10 sqm of approved brand and manufacture. |
| 107 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 108 | Painting top of roofs with bitumen of approved quality @ 17kg per 10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG-10. |
| 109 | ESTIMATE FOR ELECTRICAL ROOM |
| 110 | EARTH WORK |
| 111 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 112 | 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) |
| 113 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 114 | Centering and shuttering including strutting, propping etc. and removal of formwork |
| 115 | Suspended floors, roofs, landings, balconies and access platform |
| 116 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 117 | CONCRETE WORK |
| 118 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 119 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 120 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 121 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 122 | BRICKWORK |
| 123 | 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) |
| 124 | Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand (zone-III):4 graded stone aggregate 12.5 mm nominal size) |
| 125 | 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 1:4 (1 cement : 4 coarse sand) |
| 126 | PLASTER WORK |
| 127 | 12 mm Cement plaster of mix in single coat:.(III) 1 Cement : 6 fine sand |
| 128 | 12 mm Cement plaster of mix in single coat:. (II) 1 Cement : 4 fine sand |
| 129 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 130 | FLOORING |
| 131 | Cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete (40mm thick with 20mm nominal size stone aggregate) |
| 132 | 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) |
| 133 | Providing and fixing Ist 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 134 | DOOR - WINDOW |
| 135 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with holdfast lugs or with dash fasteners of required dia and length. |
| 136 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick - Ply wood 7 ply, 9 mm thick (Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type) |
| 137 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z-sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions, at top, bottom and sides with required EPDM rubber/neoprene gasket etc.Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 138 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : |
| 139 | Painting steel work with Deluxe Multi Surface paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an undercoat of primer applied @0.80 ltr/10 sqm of approved brand and manufacture. |
| 140 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 141 | Painting top of roofs with bitumen of approved quality @ 17kg per 10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : With residual type petroleum bitumen of grade VG-10. |
| 142 | ESTIMATE FOR COMPOUND WALL |
| 143 | COMPOUND WALL 250 MTR |
| 144 | ESTIMATE FOR 10M WIDE ROAD |
| 145 | Earth Work |
| 146 | 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. |
| 147 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: |
| 148 | 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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 149 | CONCRETE WORK |
| 150 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 151 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 152 | ESTIMATE FOR 8M WIDE ROAD |
| 153 | Earth Work |
| 154 | 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. |
| 155 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: |
| 156 | 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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 157 | CONCRETE WORK |
| 158 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 159 | aSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 160 | ESTIMATE FOR 5M WIDE ROAD |
| 161 | EARTH WORK |
| 162 | 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. |
| 163 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: |
| 164 | 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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 165 | CONCRETE WORK |
| 166 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 167 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 168 | DRAIN SIZE 300 X 450 LENGTH OF DRAIN 200 MTR |
| 169 | EARTH WORK |
| 170 | Clearing jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. |
| 171 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 172 | 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) |
| 173 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.sand filling in plinth |
| 174 | CONCRETE WORKProviding 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Below footing |
| 175 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 176 | BRICKWORK |
| 177 | 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) |
| 178 | PLASTER WORK |
| 179 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 180 | DRAIN SIZE 300 X 300 LENGTH OF DRAIN 90 MTR |
| 181 | EARTH WORK |
| 182 | Clearing jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. |
| 183 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 184 | 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) |
| 185 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.sand filling in plinth |
| 186 | CONCRETE WORKProviding 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Below footing |
| 187 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 188 | BRICKWORK |
| 189 | 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) |
| 190 | PLASTER WORK |
| 191 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 192 | DRAIN SIZE 250 X 300LENGTH OF DRAIN 75 MTR |
| 193 | EARTH WORK |
| 194 | Clearing jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. |
| 195 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 196 | 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) |
| 197 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 198 | CONCRETE WORK |
| 199 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 200 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 201 | BRICKWORK |
| 202 | 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) |
| 203 | PLASTER WORK |
| 204 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 205 | ESTIMATE FOR WATER SUPPLY & SANITARY WORK |
| 206 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 40 mm dia nominal bore |
| 207 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 25 mm dia nominal bore |
| 208 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore |
| 209 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (15mm nominal bore) |
| 210 | Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length with 15 mm nominal bore. |
| 211 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (15mm nominal bore) |
| 212 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (Semi rigid pipe - 32 mm dia) |
| 213 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (150 mm nominal dia Pipes) |
| 214 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (80 mm nominal dia Pipes) |
| 215 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : W.C. pan with ISI marked white solid plastic seat and lid. |
| 216 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 217 | 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 Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. |
| 218 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 219 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150 x 100 mm size P type. |
| 220 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. |
| 221 | ESTIMATE FOR UG RESERVOIR CAPACITY OF TANK 10000 LITRE |
| 222 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 223 | 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) |
| 224 | Centering and shuttering including strutting, propping etc. and removal of formwork. |
| 225 | Suspended floors, roofs, landings, balconies and access platform |
| 226 | CONCRETE WORK |
| 227 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 228 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge: All works upto plinth level. |
| 229 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 230 | PLASTER WORK |
| 231 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 232 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150 x 100 mm size P type. |
| 233 | ESTIMATE FOR SEPTIC TANK |
| 234 | EARTH WORK |
| 235 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 236 | 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) |
| 237 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 238 | Centering and shuttering including strutting, propping etc. and removal of formwork. |
| 239 | CONCRETE WORK |
| 240 | 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 241 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 242 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 243 | BRICKWORK |
| 244 | 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) |
| 245 | PLASTER WORK |
| 246 | 15 mm Cement plaster on the rough side of single or half brick wall of mix: (III) 1 Cement : 6 fine sand |
| 247 | Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. |
| 248 | ESTIMATE FOR PAVER BLOCK AREA |
| 249 | EARTH WORK |
| 250 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 251 | 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) |
| 252 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 253 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 254 | ESTIMATE OF EFFLUENT TREATMENT PLANT |
| 255 | EARTH WORK |
| 256 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil) |
| 257 | 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) |
| 258 | BRICK WORK Brickwork 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) |
| 259 | CONCRETE WORK 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 260 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 261 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 262 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete |
| 263 | Suspended floors, roofs, landings, balconies and access platform. |
| 264 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 265 | STEEL WORKS |
| 266 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. (Thermo-Mechanically treated bars of of grade Fe-500D or more) |
| 267 | PLASTER WORK |
| 268 | 12 mm Cement plaster of mix in single coat:.1:4 (1 cement: 4 fine sand) |
| 269 | Neat cement punning |
| 270 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. |
| 271 | machinery of carcass utilization plant |
| 272 | Manufacture, Supply and Installation of DE- HIDING & OFFALS REMOVING STATION made of MS structure with hot dip galvanized-1 Nos, Manufacture & Supply of HIDE TROLLEY made of Stainless Steel Size 1000mm x 1000mm x 800mm with wheels-02 Nos, Manufacture & Supply of HORN & HOOVES TROLLEY made of Stainless Steel Size 1000mm x 1000mm x 800mm with wheels-02 Nos,Manufacture, Supply and Delivery of MANURE TROLLEY Size 1000mm x 1000mm x 800mm with wheels 01 Nos, Manufacture & Supply of Stainless Steel (SS-304) OFFAL TROLLEY Size 1000mm x 1000mm x 800mm with wheels 01 nos,Manufacture & Supply of CUTTING TOOLS (6 sets) made of Stainless Steel (SS-304) 01 Nos,Manufacture, Supply and Installlation of PREBREAKER INFEED SCREW CONVEYOR with 400mm with 8mm flight thickness and 8 meter long. The conveyor will be complete with 7rpm, 5 H.P. geared motor with duplex chain and chain sprocket.Manufacture, Supply and Installation of PRE- BREAKER 2T/Hrs driven by helical gear box with 50 hp ABB make motor with helical gear box (Elecon make). Pre-breaker hopper size must 1150 mm X 950mm top hopper where the raw material will be feed with the help of screw conveyor. Completed with Drive Guard. 01 nos, Manufacture, Supply and Installation of R M BIN 01 Nos,made by 6mm M.S. plate with 5\" M.S. square box legs. The bin will be complete with 300mm diameter screw with 5H.P. Geared motor (PBL) including duplex chain and chain sprocket. The bin capacity will be 4 tones. The will be fitted with plumber bearing in one end. 01 Nos, Manufacture, Supply and Installation of CONVEYOR RM TO COOKER made by 6mm thickness of mild steel plate and conveyor diameter will be 300mm with 5mm flight thickness and conveyor will be 7 meter long and screw will be both end cantered by the plumber bearing (NTN). The bin will be with 5H.P. Geared motor (PBL) including duplex chain and chain sprocket 01 Nos, Manufacture, Supply and Installation of COOKER 2 T/Batch made of mild steel and 16 mm inner shall and 14 mm outer shall and both shaft cantered with plumber bearing. The Rotor will have the internal heating facility with the rotary joints And will have capacity of 2T capacity. It will driven by helical gearbox and 30 H.P. of 3 phase motor. 01 Nos,Manufacture, Supply and Installation of PERCOLATING BIN made by 6 mm thickness M.S. plate with 5\"sq.pipe legs. The trough of percolating bin will be made by 6mm thick M.S. perforated sheet. Conveyor diameter will be 200mm with 5 mm flight thickness and conveyor will be as per required length. The bin capacity will be 5 tones. The conveyor will be with 5 H.P. Geared motor 01 Nos, Manufacture, Supply and Installation of SCREW PRESS FEEDING CONVEYOR diameter will be 300mm with 5 mm flight thickness and conveyor will be 6 meter long and screw will be both and cantered by the plumber bearing (NTN). The conveyor will be with 5 HP geared motor including chain and chain sprocket make.01 Nos, Manufacture, Supply and Installation of SCREWPRESS 2 T/Hrs made of mild cast steel with worm, shaft chamber. The worm and chamber cage bars is well hard. The machine is operated by 70 HP ABB motor .The capacity of machine will be 2 T/hrs. It is without chock and one tallow tray is located in the bottom from where the tallow will be pumped. One Magnet chute is also provided in the feeding of the screw press it will protect the machine from any damage and will catch the metal at the starting point. . 01 Nos,Manufacture, Supply and Installation of SCREW DISCHARGE CONVEYOR with diameter 300mm with 5 mm flight thickness and conveyor will be 7 meter long and screw will be both end cantered by the plumber bearing (NTN). The bin will be with 5 HP geared motor including duplex chain and chain sprocket make 01 Nos,Manufacture, Supply and Installation of HAMMER MILL FEEDING CONVEYOR with diameter 300mm including 5mm flight thickness and conveyor will be 6meter long and screw will be both end cantered by the plumber bearing (NTN). The conveyor will be with 3H.P. Geared motor including simplex chain and chain sprocket 01 Nos, Manufacture, Supply and Installation of HAMMER MILL 1 TON made of M.S. and will be operated by 40 hp of 3 phase motor having capacity of 1 T/hrs. One Magnet chute is also provided in the feeding of the hammer mill it will protect the machine from any damage and will catch the metal at the starting point. 01 Nos, Manufacture, Supply and Delivery of HAMMER MILL DISCHARGE CONVEYOR with 200mm with 5mm flight thickness and conveyor will be 5.5 meter long and screw will be both end cantered by the plumber bearing (NTN). The conveyor will be with 5H.P Geared motor (PBL) including simplex chain and chain sprocket 01 Nos, Manufacture, Supply and Delivery of MBM BIN made by 6mm MS plate with 5\" MS square box legs. The bin will be complete with 200mm diameter screw with 5H.P Geared motor including duplex chain and chain sprocket .The bin capacity will be 2 tones. This will be fitted with plumber bearing in one end.01 nos, Manufacture, Supply and installation of BAG CLOSING MACHINE01 Nos, Manufacture, Supply and Installation of CYCLONE made of 2-3 mm plate 01 Nos, Manufacture, Supply and Installation of S.S. CONDENSER including S.S. tube made shell & tube condenser with outer shell M.S. made. It will have 200 sq. ft. heating surface area.01 Nos, Manufacture, Supply and Installation of FUME BLOWER & DUCTING SYSTEM with 3 mm SS Ducting for Fume line and Odour control,Manufacture, Supply and Installation of TALLOW TANKS with Length 3500 mm, 6mm & 8 mm thick sheet 01 Nos,Manufacture, Supply and Installation of TALLOW SATTLING TANKS (12KL) with length 3 meter, dia 2 meter, 6mm and 8mm thick sheetManufacture & Supply of STEAM VALVES, STEAM TRAPS, PUMPS, PIPE LINES ETC 01 Nos, Manufacture, Supply and Installation of BOILER 2T/HRS (Wood/Coal) WITH ALL ACCESSORIES including filters 01 Nos,Manufacture, Supply and Installation of WATER SOFTENER 01 JobManufacture, Supply and Installation of ELECTRICAL PANEL L.T Cable (Alum.) for complete plant suitable size, All Electrical Spares Make 01 Nos |
| 273 | machinery of ETP (Capacity 20 KLD) |
| 274 | Manufacture, Supply and Installation of inclined Bar screen made with MSEP |
| 275 | Manufacture, Supply and Installation of Centrifugal non clog Self Priming Effluent Transfer Pump made with CI (Kirloskar or equivalent) output capacity 8cum/hr. |
| 276 | Manufacture, Supply and Installation of Chemical Dosing System including HDPE Dosing Tank capacity 10 Lit. |
| 277 | Manufacture, Supply and Installation of .5 Hp Air Blower |
| 278 | Manufacture, Supply and Installation of EPDM Air diffuser |
| 279 | Manufacture, Supply and Installation of Air pipe line/Grid |
| 280 | Manufacture, Supply and Installation of 3 Phase non clog self priming Sludge Transfer Pump made with CI discharge 8cum/hr @ 8mts head |
| 281 | Manufacture, Supply and Installation of 3 Phase non clog self priming Filter Feed Pump made with CI discharge 8cum/hr @ 8mts head |
| 282 | Manufacture, Supply and Installation of Electric control Panel with Distribution |
| 283 | Manufacture, Supply and Installation of down flow epoxy coated enamel painted Multi Grade Filter made with Mild steel |
| 284 | Manufacture, Supply and Installation of down flow epoxy coated enamel painted activated carbon filter |
| 285 | Supply and Delivery of pH meter |
| 286 | Electrical work |
| 287 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3% X 25 sq. mm (28mm)ELEC-9.1.20 |
| 288 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3% X 35 sq. mm (32mm)ELEC-9.1.21 |
| 289 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE 3 aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm)ELEC-9.1.32 |
| 290 | Providing and fixing plain 16/0.20mm (0.50sqmm) twin circular flexible FRLS PVC insulated, PVC sheathed copper conductor cable direct on the wall with PVC clips etc. as required.ELEC-1.40 |
| 291 | Supplying and making end termination with brass compression gland and aluminium lugs for following 5 size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 292 | ELEC-9.1.20 3.5 core x 25 sq.mm |
| 293 | ELEC-9.1.21 3.5 core x 35 sq.mm |
| 294 | ELEC-9.1.32 4 core x 6 sq.mm |
| 295 | supply and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/PVC conduit as required 4 x 1.5 sq.mmELEC-1.17.4 |
| 296 | Cost of 25 mm Outer dia PVC/ABS Pipe with end caps 7 including making air sampling opening of appropriate dia on appropriate interval.ELEC-4143 |
| 297 | 1.5 sq. mm ISI marked, FRLS PVC insulated, single core copper conductor cable |
| 298 | 2.5 sq. mm ISI marked, FRLS PVC insulated, single core copper conductor cable |
| 299 | 10 sq. mm ISI marked, FRLS PVC insulated, single core copper conductor cableELEC-1105 |
| 300 | 16 sq. mm ISI marked, FRLS PVC insulated, single core copper conductor cable1106 |
| 301 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface recessed steel conduit, 2 way 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.ELEC-1.4 |
| 302 | Wiring for light power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.ELEC-1.6 |
| 303 | Supplying and installing following size of perforated painted with powder coating M.S. cable trays Tee with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S.suspenders including bolts & nuts, painting suspenders 600 mm width X 62.5 mm depth X 2.0 mm thickness etc asELEC-4.3.11 |
| 304 | 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.ELEC-1.25 |
| 305 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A 16 modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).ELEC-1.56 |
| 306 | Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A \"C\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as requiredELEC-2.18 |
| 307 | 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 steel 18 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 requiredELEC-1.3.3 |
| 308 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc., including supplying and fixing ball and socket 19 arrangement, 2 Nos. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as requiredELEC-1.42 |
| 309 | 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)ELEC-2.4.1 |
| 310 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ sub main wiring/ cable as required |
| 311 | elec-5.18 |
| 312 | elec-5.19 |
| 313 | Supplying & laying of 2x1.5 sqmm fire survival armored cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wireELEC-17.5.1 |
| 314 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 4.5 meter and upto 6.5 meterELEC-11.3.1 |
| 315 | Supplying and fixing of 32 mm dia X 2.00 meters long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required.ELEC-12.34 |
| 316 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement: 3 coarse sand 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 8.0 meter and upto 10.0 meter ELEC-11.3.3 |
| 317 | Supplying, installation, testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 2 output per phase and suitable for single phase supplyELEC-15.4.2 |
| 318 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.ELEC-7.1.1 |
| 319 | 6 amps. to 32 amps. ratings, DP MCB, \"C\" curve, 10 KA breaking capacityELEC-1708 |
| 320 | 63 amps. TPN, switch dis-connector fuse unit (Panel mounted type) with ISI marked HRC fusesELEC-1602 |
| 321 | 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.ELEC-1.1.3 |
| 322 | Main lt panelSupply, delivery, installation, testing & commissioning of floor/wall mounted sheet steel(2mm thick CRCA) clad, compartmentalised, dust & vermin proof (IP 42) Main LT Panel with 80A, 75 KW for 1 sec. rated Aluminium busbar, including all fixing accessories etc. along with minor civil foundation work. Provision of cable entry & exit should be from Top as well as from bottom. DANGER board/s and separate GI earth bus to be provided through out the length of the panel |
| 323 | Providing and laying in position reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) in foundation of pump etc including form work etc as required (excluding reinforcement).ELEC-14.10 |
| 324 | 18% GST |
AI Tender Summary
Tender Timeline
Mar 11, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 16, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 16, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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