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| Sl. No. | Item Description |
| 1 | DEVELOPMENT OF GHAT WITH RAMP (MODULE-01)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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 0.00m to 1.50m |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 1.50m to 3.0m-Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 3.00m to 4.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 4 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 4.50m to 6.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 5 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 6.00m to 7.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 6 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 7 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured |
| 8 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works upto plinth level |
| 9 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | Providing, driving with hydraulic piling rigs with power units and installing driven cast in situ reinforced cement concrete piles of grade m-25 of specified diameter and lenghth below the pile cap to carry safe working load not less than specified excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc all complete. ( length of pile for payment shall be measured form top of shoe to the bottom of pile cap ) 450mm dia piles. |
| 15 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.Single pile upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity) |
| 16 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.Single pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.hermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | 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) |
| 19 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. |
| 20 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. |
| 21 | Providing edge moulding to 18mm thick marble stone counters, vanities etc including machine polishing to edge to give high gloss finish etc complete as per design approved by engineer in charge |
| 22 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately ). Red sand stone exposed face machine cut & table rubbed with rough backing .40mm thick Red sandstone |
| 23 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 24 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 25 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 26 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone |
| 27 | Extra for forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of stone cladded or laid surface in square or V as per approved pattern, complete as per specifications and direction of the Engineer-in-Charge and Architect in charge. |
| 28 | Supplying and filling of boulder pitching including wire & necessary lead & lift including transportation etc. All complete in direction of engineer in charge. |
| 29 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 30 | Making coffer dam with laying or empty gunny bags including filling of sandy / local soil and placing in two parallel lines with proper gap in river to retain the water for construction of work including filling of sandy soil aforesaid gap of two paralle gunny bags line and laying a layer of soil over each layer of bags including cost of material , labour , t & p required for proper completion of work |
| 31 | Making barricading with burrying of M.S. pipe 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to 5-7 meter depth of river including fixing of pipe horizontal & cross to strengthen placing bamboo mat and polythene sheet protected with pvc tarpoline both along side barricading as per direction of Engineer in charge including cost of material , labour , t & p required for proper completion of work |
| 32 | Digging of slush including lift upto 1.50 m and load upto 30 m and also including transportation of excavated slush within the campus by tractor trolly or dumper etc as direction of E/I. |
| 33 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia. |
| 34 | Core cutting in RCC beams, slabs, side walls etc. for making holes in RCC beam circular in shape having dia. 120 to 150mm using core cutting tool, including removing all debris etc. complete as per direction of Engineer |
| 35 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site includingplacing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 36 | Pump out water caused by springs , tidal or river seepage , broken water mains or drains and the like. |
| 37 | Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70-100 mm Red Sandstone, of desired shade and multistone insertion of approved thickness (Marble/Granite/Italian of any shade etc.) and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or , design and drawing to be approved by the Architect in charge by the means of shop drawing and sample preparation by the contractor. |
| 38 | DEVELOPMENT OF GHAT (MODULE-02)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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 0.00m to 1.50m |
| 39 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 1.50m to 3.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 40 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 3.00m to 4.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 41 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 4.50m to 6.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 42 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 6.00m to 7.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 43 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 44 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured |
| 45 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works upto plinth level |
| 46 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 49 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 50 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 51 | Providing, driving with hydraulic piling rigs with power units and installing driven cast in situ reinforced cement concrete piles of grade m-25 of specified diameter and lenghth below the pile cap to carry safe working load not less than specified excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc all complete. ( length of pile for payment shall be measured form top of shoe to the bottom of pile cap ) 450mm dia piles. |
| 52 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.hermo-Mechanically Treated bars of grade Fe-500D or more. |
| 53 | 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) |
| 54 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. |
| 55 | Providing edge moulding to 18mm thick marble stone counters, vanities etc including machine polishing to edge to give high gloss finish etc complete as per design approved by engineer in charge |
| 56 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately ). Red sand stone exposed face machine cut & table rubbed with rough backing 40mm thick |
| 57 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 58 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 59 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 60 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone |
| 61 | Extra for forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of stone cladded or laid surface in square or V as per approved pattern, complete as per specifications and direction of the Engineer-in-Charge and Architect in charge. |
| 62 | Supplying and filling of boulder pitching including wire & necessary lead & lift including transportation etc. All complete in direction of engineer in charge. |
| 63 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 64 | Making coffer dam with laying or empty gunny bags including filling of sandy / local soil and placing in two parallel lines with proper gap in river to retain the water for construction of work including filling of sandy soil aforesaid gap of two paralle gunny bags line and laying a layer of soil over each layer of bags including cost of material , labour , t & p required for proper completion of work |
| 65 | Making barricading with burrying of M.S. pipe 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to 5-7 meter depth of river including fixing of pipe horizontal & cross to strengthen placing bamboo mat and polythene sheet protected with pvc tarpoline both along side barricading as per direction of Engineer in charge including cost of material , labour , t & p required for proper completion of work |
| 66 | Digging of slush including lift upto 1.50 m and load upto 30 m and also including transportation of excavated slush within the campus by tractor trolly or dumper etc as direction of E/I. |
| 67 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia. |
| 68 | Core cutting in RCC beams, slabs, side walls etc. for making holes in RCC beam circular in shape having dia. 120 to 150mm using core cutting tool, including removing all debris etc. complete as per direction of Engineer |
| 69 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 70 | Pump out water caused by springs , tidal or river seepage , broken water mains or drains and the like. |
| 71 | DEVLOPMENT OF GHAT ( MODULE-3)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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 0.00m to 1.50m |
| 72 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 1.50m to 3.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 73 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 3.00m to 4.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 74 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 4.50m to 6.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 75 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 6.00m to 7.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 76 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 77 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured |
| 78 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works upto plinth level |
| 79 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level |
| 80 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 81 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 82 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 83 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 84 | Providing, driving with hydraulic piling rigs with power units and installing driven cast in situ reinforced cement concrete piles of grade m-25 of specified diameter and lenghth below the pile cap to carry safe working load not less than specified excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc all complete. ( length of pile for payment shall be measured form top of shoe to the bottom of pile cap ) 450mm dia piles. |
| 85 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.hermo-Mechanically Treated bars of grade Fe-500D or more. |
| 86 | 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) |
| 87 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone |
| 88 | Providing edge moulding to 18mm thick marble stone counters, vanities etc including machine polishing to edge to give high gloss finish etc complete as per design approved by engineer in charge |
| 89 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately ). Red sand stone exposed face machine cut & table rubbed with rough backing .40mm thick |
| 90 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 91 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 92 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 93 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone |
| 94 | Extra for forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of stone cladded or laid surface in square or V as per approved pattern, complete as per specifications and direction of the Engineer-in-Charge and Architect in charge. |
| 95 | Supplying and filling of boulder pitching including wire & necessary lead & lift including transportation etc. All complete in direction of engineer in charge. |
| 96 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 97 | Making coffer dam with laying or empty gunny bags including filling of sandy / local soil and placing in two parallel lines with proper gap in river to retain the water for construction of work including filling of sandy soil aforesaid gap of two paralle gunny bags line and laying a layer of soil over each layer of bags including cost of material , labour , t & p required for proper completion of work |
| 98 | Making barricading with burrying of M.S. pipe 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to 5-7 meter depth of river including fixing of pipe horizontal & cross to strengthen placing bamboo mat and polythene sheet protected with pvc tarpoline both along side barricading as per direction of Engineer in charge including cost of material , labour , t & p required for proper completion of work |
| 99 | Digging of slush including lift upto 1.50 m and load upto 30 m and also including transportation of excavated slush within the campus by tractor trolly or dumper etc as direction of E/I. |
| 100 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia. |
| 101 | Core cutting in RCC beams, slabs, side walls etc. for making holes in RCC beam circular in shape having dia. 120 to 150mm using core cutting tool, including removing all debris etc. complete as per direction of Engineer |
| 102 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 103 | Pump out water caused by springs , tidal or river seepage , broken water mains or drains and the like. |
| 104 | DEVLOPMENT OF GHAT ( MODULE-4)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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 0.00m to 1.50m |
| 105 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 1.50m to 3.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 106 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 3.00m to 4.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 107 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 4.50m to 6.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 108 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 6.00m to 7.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 109 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 110 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured |
| 111 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works upto plinth level |
| 112 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level |
| 113 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 115 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 116 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 117 | Providing, driving with hydraulic piling rigs with power units and installing driven cast in situ reinforced cement concrete piles of grade m-25 of specified diameter and lenghth below the pile cap to carry safe working load not less than specified excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc all complete. ( length of pile for payment shall be measured form top of shoe to the bottom of pile cap ) 450mm dia piles. |
| 118 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.hermo-Mechanically Treated bars of grade Fe-500D or more. |
| 119 | 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) |
| 120 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. |
| 121 | Providing edge moulding to 18mm thick marble stone counters, vanities etc including machine polishing to edge to give high gloss finish etc complete as per design approved by engineer in charge |
| 122 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately ). Red sand stone exposed face machine cut & table rubbed with rough backing 40mm thick white sand stone. |
| 123 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 124 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 125 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 126 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. White sand stone The cost is inclusive of preparation of shop drawing as per the design and idea approved by the Architect in charge and sample preparation and approval from the Architect in charge |
| 127 | Extra for forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of stone cladded or laid surface in square or V as per approved pattern, complete as per specifications and direction of the Engineer-in-Charge and Architect in charge. |
| 128 | Supplying and filling of boulder pitching including wire & necessary lead & lift including transportation etc. All complete in direction of engineer in charge. |
| 129 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 130 | Making coffer dam with laying or empty gunny bags including filling of sandy / local soil and placing in two parallel lines with proper gap in river to retain the water for construction of work including filling of sandy soil aforesaid gap of two paralle gunny bags line and laying a layer of soil over each layer of bags including cost of material , labour , t & p required for proper completion of work |
| 131 | Making barricading with burrying of M.S. pipe 750 mm c/c horizontal distance by means of pressure method in river bed to hold the coffer dam due to 5-7 meter depth of river including fixing of pipe horizontal & cross to strengthen placing bamboo mat and polythene sheet protected with pvc tarpoline both along side barricading as per direction of Engineer in charge including cost of material , labour , t & p required for proper completion of work |
| 132 | Digging of slush including lift upto 1.50 m and load upto 30 m and also including transportation of excavated slush within the campus by tractor trolly or dumper etc as direction of E/I. |
| 133 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia. |
| 134 | Core cutting in RCC beams, slabs, side walls etc. for making holes in RCC beam circular in shape having dia. 120 to 150mm using core cutting tool, including removing all debris etc. complete as per direction of Engineer |
| 135 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 136 | Pump out water caused by springs , tidal or river seepage , broken water mains or drains and the like. |
| 137 | CULTURAL & INFORMATIVE ARCADE WALLSEarth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 0.00m to 1.50m |
| 138 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.From 1.50m to 3.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 139 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured |
| 140 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works upto plinth level |
| 141 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level |
| 142 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 143 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 144 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform |
| 145 | Providing and fixing mild steel iron in plain work such as reinforced concrete or reinforced, brick work (whwn not included in all over rates ) brought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 146 | 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) |
| 147 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floorV level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 148 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. (Red sandstone ) |
| 149 | Providing edge moulding to 18mm thick marble stone counters, vanities etc including machine polishing to edge to give high gloss finish etc complete as per design approved by engineer in charge |
| 150 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cementmortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :. Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40mm thick Red sandstone. |
| 151 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately ). Red sand stone - Exposed face machine cut and table rubbed with rough backing. 70mm thick Red sandstone. |
| 152 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately ). Red sand stone exposed face machine cut & table rubbed with rough backing 30mm thick Red sandstone. |
| 153 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 154 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 155 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand),including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone |
| 156 | Extra for forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of stone cladded or laid surface in square or V as per approved pattern, complete as per specifications and direction of the Engineer-in-Charge and Architect in charge. |
| 157 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 158 | Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70-100 mm Red Sandstone, of desired shade and multistone insertion of approved thickness (Marble/Granite/Italian of any shade etc.) and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or , design and drawing to be approved by the Architect in charge by the means of shop drawing and sample preparation by the contractor. |
| 159 | Supplying, fabricating, transporting, hoisting and fixing in position good quality of approved thickness Ornametnal Red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. The cost is inclusive of preparation of shop drawing as per the design and idea approved by the Architect in charge and sample preparation and approval from the Architect in charge. |
| 160 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 161 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. |
| 162 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 163 | Providing and Finishing wall with Stucco Texture paint (ARCHI CONCRETE SLAB/MARBLE) as approved by Archiect in charge make: Asian or equivalent (WF-2) |
| 164 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel by welding. Boundary Grill |
| 165 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. |
| 166 | PYLONSupplying, procuring, fabricating, transporting, hoisting, and fixing in position good quality ornamental Red sandstone of approved thickness, including procurement of solid sandstone blocks of 150–300 mm thickness, for various architectural elements at all levels. The sandstone shall be fine-grained, free from cracks, veins, stains, or defects, and shall be uniform in shade for each individual element. The scope includes detailed carving, engraving ornamentation, chiseling, CNC cutting, moulding, traditional work, and figure work (of any type and size), executed either manually or by machine as per design requirements. All carving and moulding work shall be of superior craftsmanship and finish, strictly in accordance with the approved drawings and architectural intent.The stones shall be accurately cut, dressed, and fixed true to line, level, and plumb, using appropriate fixing systems including brass clamps, pins (to be measured and paid separately), dowels, cement slurry with matching pigment, and approved epoxy adhesives such as Akemi (Germany), Ardex Endura, MYK Laticrete, or equivalent, as directed by the Architect.The rate shall include preparation of detailed shop drawings based on the approved design concept, submission of samples, mock-ups if required, and obtaining necessary approvals from the Architect-in-charge prior to execution. |
| 167 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :. Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40mm thick Red sandstone. |
| 168 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 169 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 170 | COBBLE STONE PATHWAYProviding & fixing Sand Stone Cobble Stone Flooring (10X10X10)cm filling of joints in 1:3 Cement mortar with matching colour pigments all complete specification & direction of Engineer in charge. The cost is inclusive of preparation of sample preparation and approval from the Architect in charge. |
| 171 | BOUNDRY WALLEarth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 172 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured |
| 173 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works upto plinth level |
| 174 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level |
| 175 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 176 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 177 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.hermo-Mechanically Treated bars of grade Fe-500D or more. |
| 178 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately). 40 mm thk. red sandstone |
| 179 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 180 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 181 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 182 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel by welding. Boundary Grill |
| 183 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :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 under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 184 | Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. White sand stone The cost is inclusive of preparation of shop drawing as per the design and idea approved by the Architect in charge and sample preparation and approval from the Architect in charge |
| 185 | Extra for forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of stone cladded or laid surface in square or V as per approved pattern, complete as per specifications and direction of the Engineer-in-Charge and Architect in charge. |
| 186 | LANDSCAPE, PLANTATION & DEVELOPMENT WORKSSupplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment). |
| 187 | Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm |
| 188 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. |
| 189 | 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). |
| 190 | Grassing with selection No.1 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 mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). with grass turf |
| 191 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) |
| 192 | Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 193 | Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 194 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 195 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 196 | 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured |
| 197 | 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 setting of 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, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level |
| 198 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.hermo-Mechanically Treated bars of grade Fe-500D or more. |
| 199 | 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: |
| 200 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.40 mm thick Red sand stone |
| 201 | Stone work (machine cut edges) for wall lining etc ( veneer work ) upto 10 mter height backing filled with a grout of average 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand ) including pointing in white cement mortar 1:2 ( white cement : 2 dust stone ) with an admixture of pigment matching the stone shade . to be secured to the backing and the sides by means of cramps and copper pins which shall be paid separately ). Red sand stone exposed face machine cut & table rubbed with rough backing 40mm thick white sand stone. |
| 202 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing of securing adjacent stones in stone wall lining in cement mortar 1:2 ( 1 cement : 2 coarse sand ) , including making the necessary chases in stone and holes in walls wherever required. |
| 203 | Providing and fixing copper pins 7.5 long 6mm diameter for securing adjacent stones in stone wall lining cement mortar 1:2 ( 1 cement :2 coarse sand) including making the necessary chases. |
| 204 | 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.900 mm dia. R.C.C. pipe |
| 205 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia. |
| 206 | Core cutting in RCC beams, slabs, side walls etc. for making holes in RCC beam circular in shape having dia. 120 to 150mm using core cutting tool, including removing all debris etc. complete as per direction of Engineer |
| 207 | Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 208 | EXTERNAL ELECTRIFICATIONSupply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCB's (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only.Incoming : One (1) No 125 Amp. 4P MCCB of 25KA Breaking capacity Metering : One (1) No. Sets Multifunction Meter each incomingOne (1) No. of Phase Indication Lamp each incomingBus Bar : One (1) No. 150 Amp.TPN aluminimum bus bar of suitable length.Outgoing : Phase indication lamps on each outgoing to be provided.100 Amps FP MCCB of 25 KA - 2 No3 No. 32 Amp DP MCB. (10 KA)20 No. 16 Amp DP MCB. (10 KA)2 No. SPACE & SPARE |
| 209 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each |
| 210 | 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 etc. (but with charcoal or coke and salt) as required. |
| 211 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required |
| 212 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) |
| 213 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre 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 50mm) |
| 214 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 215 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 216 | Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 217 | 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 requiredUp to 35 sq.mm. |
| 218 | 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 requiredAbove 185 sq.mm. and up to 400 sq.mm. |
| 219 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as requiredUp to 35 sq.mm. |
| 220 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as requiredAbove 185 sq.mm. and up to 400 sq.mm. |
| 221 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as requiredUpto 35 sq. mm (clamped with 1mm thick saddle |
| 222 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 223 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) |
| 224 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3.5 x 300 sq.mm. |
| 225 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3.5 x 35 sq.mm |
| 226 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3.5 x 25 sq.mm. |
| 227 | Supply of following siz of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 3 x 6 sq.mm, |
| 228 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.2 X 6 sq. mm (19mm) |
| 229 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.3½ X 25 sq. mm (28mm) |
| 230 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.3½ X 35 sq. mm (32mm) |
| 231 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.3½ X 300 sq. mm (70mm) |
| 232 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.100mm dia |
| 233 | Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.250 mm dia |
| 234 | Supply, installation, testing and commissioning of 6to 7m-meter-high ornamental solar street light pole made of decorative cast aluminum with an integrated base, having an overall height including gravity-cast aluminum base. The pole tapers from a bottom diameter of 504mm to 153mm at the top, with the upper shaft section being 4000mm in height and 140mm in diameter with 3.0mm thickness. The cotst is inclusive of shop drawing preparation, sample approval by the Architect in charge. The base includes a welded 300x300x12mm MS plate with four mounting holes (ø25mm) for anchoring. The pole includes a service window at the bottom with 4-way connectors and MCB for loop-in loop-out cabling, and is coated with primer, polyurethane, and a PU top coat, achieving a minimum dry film thickness (DFT) of 90 microns. The pole is supplied with a 1000mm long mild steel single-arm bracket, projecting 700mm, suitable for suspension of the Florence-DD decorative LED fixture. The fixture, model Twinkle Lite-601 (PT-60), is a 60W LED downlight made of aluminum housing with PC/PMMA clear/frosted diffuser for glare-free lighting, using Osram high-lumen LEDs mounted on an aluminum heat sink. The lighting system is powered by an integrated Nelson Mandela cylindrical solar panel (60W/160W capacity) capable of 360° solar absorption, coupled with a pre-programmed MPPT controller and lithium-ion phosphate (LiFePO₄) battery—27Ah (12.8V) for 40W or 36Ah (25.6V) for 120W light options. (make Twinkle/Klite or equivalent) |
| 235 | Supply of Post top Lighting Pole of 6M Height made from two pipes joined with Aluminium die cast embellishment. The dimension of both MS Pipe are Ø114.3mm and Ø88.9mm respectively confirming to YSt 210 and facilitating the luminaire mounting at the top. The pole shall be surface mounted on a pre formed foundation. The base plate of the of the pole shall be E 250 grade MS 200 mm x 200mm, 12mm thick confirming to IS2062:2011 shall be facilitated with elongated slots to suit the 600mm, J-type, M20 bolts, Grade 4.6 that shall be provided with suitable nuts and plain washers. The structurally sound pole emerging out of the base plate shall be architecturally designed with a decorative cast aluminium causeway base cover Ø330mm x 795mm (H), above which the leaf decoration cast aluminium structure Ø 150mm x 396mm (H) is aesthetically positioned. The grade of pressure diecast material shall be ADC12. A GDC embellishment is provided at appropriate height enhancing the decorative outlook of the pole. The grade of gravity die cast material shall be LM6. The Pole welding shall be done with certified welders using a V groove technique with a high end MIG welding process. A base compartment with a die cast aluminium door contoured to the poles's shape housing the gear tray, prewired with 2 way connector. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thorough removal of impurities like, rust, oxides and other unwanted particles from the surface for high standard coating. The surface finish of the pole shall be Zinch rich primer coat & pure polyester powder coating or epoxy zinc phosphate primer followed by the environmentally stable Polyurethane based paint. Make: as per K-Lite Model no.-KP-4340-MTR (Make: K-Lite KL- 4265/Unilamp/Ligman/ or equivalent) |
| 236 | Supply and Fixing of integral 50W Post Top Dynasty Luminaire with Colour Temperature 3000K/4000K/5700K with luminous flux : 6128 / 5900 / 6224 lm respectively, Maximum Voltage- 240 AVC CRI >80 MacAdam step 3 and Light Distribution 360° with CE and BIS certified IP 65 and IK09 Make in India Product with having material characteristic Body : Die Cast Aluminum top cover with Clear Polycarbonate Optical Lens, Mounting : Suitable for Ø60mm OD Pipe, Finish : Powder Coated Graphite Grey / Jet Black Anthracite and decorative knob on bottom, Gravity die cast aluminum (LM6 Grade) supporting arm integrated with die-cast aluminum base. SS fasteners with Pure polyester powder coated process & Acid treatment & pure polyester powder coating. For better lighting performance Translucent acrylic diffuser of 2.7mm thickness with controlled downward light emission, the translucent acrylic diffuser formed from non yellowing acrylic sheet with lamp fixed position. Dimension of the Luminaire should be Sq.325 x 560mm . This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from - 15°C to +50°C. Driver efficiency >85%, power factor >0.9, THD <10%, Surge protection 6KV. Product as per KLiTE KL4636. The manufacturer should have inhouse manufacturing facility and inhouse goniophotometer to check the photometry of the Luminaire. (Make: K-Lite/Unilamp/Ligman/ or equivalent) |
| 237 | Supply and fixing of decorative customised 8 to 16 Watt LED ornamental bollard luminaire with driver set confirming to IP 65 protection complete in all respect as per design, drawing and sample approved by the Architect in charge. Includes the cost of shop drawing preparation and sample preparatoin and approval by architect in charge |
| 238 | Supply and fixing of LED Gate light fitting having die cast aluminium body and diffuser with driver set suitable for 6 watt to 10 watt. Confirming to IP 54 and above protection complete in all respect. (Make Fosk Lighting Technologies (UK)/Ligman/Unilamp or equivalent) |
| 239 | Providing and fixing of Inground Pathway KL-4133 In-Ground Luminaire - One Way, Dimension : Ø88 x 125mm, Wattage : 3W LED as approved by Architect in charge. Also inlcudes the cost of necessary fittings and fixtures and base preparation as sapproved by architect in charge(make: Klite/Twinkle/ligman or equivalent) |
| 240 | Supply, Installation, Testing and Commissioning of LED RGB/RGBWLinear Wall Washer luminaire for Facade lighting with aluminium extruded housing, of following wattage. Luminaire shall be capable of producing dynamic color changing light with 16 million colors by DMX/Ethernet based control. The beam angle of the fitting shall be narrow, medium, wide or asymmetric as per the requirement. Luminaire shall be complete with driver and capable of operating at line voltage without any separate power supply from 100 to 270 V AC, 50 Hz, power factor > 0.9 . Fixture shall be suitable to operate at ambient temperature range of -10°C to +50°C and shall be IP 65 and IK06 rated. Lifetime should be at least L70:50000 burning hours at 50°C. Luminaire shall be conforming to BIS and shall be complete with all necessary accessories required for proper working of fixture including weather proof connection cables, water proof connectors etc. as required.(make: Klite/Twinkle/ligman or equivalent) and sample to be approved by the architect in-charge25W |
| 241 | SPIRITUAL & THEMATIC SCLUPTUREDesigning, engineering, fabricating, and finishing of parametrically evolved abstract 3dimensional Installation of required size and dimension having self-sustaining structure supported at base, fabricated in 2.5mm Stainless Steel (304 Grade) Sheet/corten steel/FRP, using Laser Cutting, bending, welding and parametric assembly of open joints, and mirror finishing with PU coating/ or surface coating as desired at desired location as per approved drawing to the complete satisfaction of Architect in charge. The work shall be carried out as per approved drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete. Also including the preparation of shop drawing based in relation to design and idea received from Architect incharge and The cost of providing and fixing/erection at site complete to the entire satisfaction of the Architect, complete in all respects. The suggested size, and shape, theme are subject to approval from Architect in charge and from higher authority and Client department. The cost is inclusive of preparation of shop drawing as per the design and idea approved by the Architect in charge and sample preparation and approval from the Architect in charge. Echo of Shiva; Theme: The eternal balance of Shiva and Shakti.Concept: This abstract sculpture composed of a tall, split monolithic form that symbolizes the cosmic union of Shiva and Shakti through contrast and harmony. One half is sharp, geometric, and upright—crafted from black granite/stone/marble or corten steel/stainless steel/ brass/ MS with PVD coating—representing Shiva's stillness and ascetic form. The other half is fluid, curving, and organic—made from polished bronze/ brass/ stone/ MS with PVD coating or translucent resin—embodying Shakti's dynamic and creative energy. A narrow glowing void runs between the two forms, signifying the sacred space of union where duality dissolves into oneness. The sculpture invites contemplation of balance, interdependence, and the eternal rhythm of masculine and feminine energies in the universe. Size (1200 x 1200 x 2700 mm). |
| 242 | Smaran Shakti; Theme: The Remembrance of the Divine Feminine (Shakti) consiting of multiple installationsConcept: This abstract sculpture symbolizes the eternal presence and remembrance of the Divine Feminine (Shakti) through flowing, ascending forms—neither literal nor figurative, but deeply emotive. A spiraling vertical structure, fixed to a grounded stone base, gradually transits into an open and upward-reaching form representing the soul’s liberation and transcendence. The lower segment of the sculpture will be carved in dark stone or metal, representing earth, grounding, and memory, while the upper layers open into petal-like or flame-inspired elements, cast in polished bronze/brass/MS with PVD coating or stone/marble/ or translucent resin, glowing gently in light. Within the center, a void or hollow chamber holds a soft light or reflective surface, which will depict the unseen essence of Shakti, representing presence through absence. Size (1200 x 1200 x 2400 mm). |
| 243 | Kinetic Sculpture based on different form Shakti: The Trikon Shakti Theme: This sculpture shocases triangles forming a sacred yantra-inspired structure, symbolizing Durga, Lakshmi, and Saraswati.Concept: This abstract kinetic sculpture composed of three interlocking, upward-pointing triangles, inspired by the sacred geometry of the Shakti Yantra. Each triangle represents one aspect of the Divine Feminine—Durga (power), Lakshmi (prosperity), and Saraswati (wisdom). Crafted from brushed stainless steel/anodized aluminum/FRP /Brass/ MS with PU coating , the triangles are mounted on a central axis allowing gentle rotation with the wind, creating a dynamic interplay of form and shadow. As the sculpture moves, the intersecting shapes align and realign, symbolizing the ever-flowing, cyclical nature of Shakti—powerful, graceful, and eternal. .Size (1200 X 1200 X 1800 mm). The suggested size, and shape, theme are subject to approval from Architect in charge and from higher authority and Client department. The cost is inclusive of preparation of shop drawing as per the design and idea approved by the Architect in charge and sample preparation and approval from the Architect in charge. |
| 244 | Set of 3 Instllation :-Designing, engineering, fabricating, and finishing of parametrically evolved abstract 3dimensional Installation of required size and dimension having self-sustaining structure supported at base, fabricated in Stone of apporved shade and size/ 2.5mm Stainless Steel (304 Grade) Sheet/corten steel/FRP, using Laser Cutting, bending, welding and parametric assembly of open joints, and mirror finishing with PU coating/ or surface coating as desired at desired location as per approved drawing to the complete satisfaction of Architect in charge. The stone must be free from cracks, stains, and other defects. The statue will be crafted by skilled artisans with expertise in marble sculpting, ensuring well-defined contours and features with meticulous attention to detail. The work shall be carried out as per approved drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete. Also including the preparation of shop drawing based on the conceptual and intangible themes rooted in Shiva’s essence, not form-driven depictions in relation to design and idea received from Architect incharge and he cost of providing and fixing/erection at site complete to the entire satisfaction of the Architect, complete in all respects. The suggested size, and shape, theme are subject to approval from Architect in charge and from higher authority and Client department. Unstruck Sound (Anahata Naad)Theme: The Soundless SoundConcept: Subtle stone resonators or symbolic wave-like undulations. You feel a vibration, but there is no actual sound. Maybe channels that whistle in wind. Interpretation: The spiritual resonance of the Anahata Naad, the cosmic hum beneath all reality.Veiled Presence (Chhaya Shiva)Theme: Presence Through Absence Concept: Shiva is that which can’t be seen—only felt. Use negative space in the stone, like a shrouded figure or a void that implies form through shadow. Interpretation: The divine that is not shown but always present.Ash and Becoming (Bhasma Dhvani)Theme: Impermanence and Liberation Concept: Use ash-like textures, crumbling surfaces, and slow erosion to express the constant dissolution that leads to transformation. Interpretation: Shiva as the bearer of Bhasma, who reminds us of death not as an end but as ultimate freedom. |
| 245 | TOURIST FACILITYProviding & fixing of White Sandstone 1500mm length and 450mm and height 600 mm including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. Also includes the cost of preparationof shop drawing, and sample preparation and approval from Architect in charge |
| 246 | Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with white/red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. Also includes the cost of preparationof shop drawing, and sample preparation and approval from Architect in charge |
| 247 | Supply, Fabrication & Installation of exterior directional sign board of size 750W X _ 1800H(Information panel) mounted on M.S. internal skeletal framework made out of M.S. box sections as detailed. All MS work should have one coat of primer and 2 | coats of Epoxy paint applied as per manufacturers instructions. The information panel shall be made out of 4mm thick Aluminium Composite Panel boxing of approved make and colour bent to curved/straight profile on both the sides as detailed. Graphic shall be printed on_ External Grade External Grade Vinyl and stuck to the main panel. The panel formed shall have overall minimum thickness of 90mm. The panel to have NLSIU Logo, Text in trilanguage, _— etc as detailed. The panel shall \\" be fitted 150mm above ground level. Exposed part of the panel grouted to the foundation shall be clad with Flame finish steel grey granite, all complete as per drawings, specifications & directions of Engineer In Charge. The rate quoted shall include the cost of scaffolding, fixing and grouting if any, etc. Cost for Excavation, Concrete and_ granite cladding shall be paid separately under their respective items. Also includes the cost of preparationof shop drawing, and sample preparation and approval from Architect in charge |
| 248 | Supply, Fabrication & Installation of exterior directional sign board of size 750W xX _ 1050H (Information panel) mounted on M.S. internal skeletal framework . made out of M.S. box sections as detailed. All MS work should have one coat of primer and 2 coats of Epoxy paint applied as per manufacturers instructions. The information panel shall be made out of 4mm thick Aluminium Composite Panel boxing (Di-bond / Aluco bond or approved equivalent make) of approved colour bent to curved/straight profile on both the sides as detailed in the drawing. Graphic shall be printed on External Grade Vinyl and stuck to the main panel. The panel formed shall have overall minimum thickness _ of 90mm. The panel to have : NLSIU Logo, Text in trilanguage, etc as detailed. The panel shall be fitted 150mm above pround level. Exposed part of the panel grouted to the foundation shall be clad with Flame finish steel grey granite, all complete as per drawings, specifications & directions of Engineer In Charge. The rate quoted shall include the cost of scaffolding, fixing, grouting and grouting if | any, etc.Cost for Excavation, Concrete and granite cladding shall be paid separately under their respective items. Also includes the cost of preparationof shop drawing, and sample preparation and approval from Architect in charge |
| 249 | Supply, Fabrication & Installation of exterior Informatory signboard of size 450W X 450H / 450 dia mounted on 50 mm dia M.S. Pipe Medium (B-Class), with : one coat of primer and 2 coats of Epoxy paint applied as per manufacturers instructions as indicated. The information panel shall be made out of 4mm thick Aluminium Composite Panel of approved make and colour as detailed in the drawing. Graphic shall be printed on External Grade Vinyl and stuck to : the main. panel, all complete as per drawings, specifications . & directions of Engineer In Charge. The rate quoted shall include the cost of scaffolding, fixing, sprouting and grouting if any, etc.Cost for Excavation, Concrete shall be paid separately under their respective ‘items. Top of board shall be 1950 from Finished floor level. Also includes the cost of preparationof shop drawing, and sample preparation and approval from Architect in charge |
| 250 | G.S.T Extra as per applicable Please Enable Macros to View BoQ information |
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