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| Sl. No. | Item Description |
| 1 | ENTRANCE STEPEarth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 2 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, excluding cost of form- work,in foundation and floors. |
| 3 | 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 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 5 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 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 |
| 9 | 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.). |
| 10 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. |
| 11 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 12 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 13 | MURAL WALLEarth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches |
| 14 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. |
| 15 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra ement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.Upto Plinth Lvl. |
| 16 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra ement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.Above Plinth Lvl. |
| 17 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra ement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Footing ] |
| 18 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra ement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Column ]Upto Plinth Lvl. |
| 19 | 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra ement,Concrete of M-25 grade with minimum cement content of 330 kg /cum.. [ Column ]Above Plinth Lvl. |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Steel Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete in all level - TMT Bars of Grade Fe-500D or more. |
| 22 | 12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. |
| 23 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 24 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 25 | Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70-100 mm White 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. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concree |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 29 | BOUNDRYWALL MODULE-1Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 31 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 32 | 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 |
| 33 | Supply & Installation Of-UNICOPro Welded Mesh Modular FenceSystem.Panel: Galvanised MS Wires.Post: Galvanised MS.Panel Height: 1560 mm.Panel Width: 2500 mm.Mesh Aperture: 50 mm x 200 mm.Wire Diameter: H-4.5 mm, V-4.5 mm.Post Type: H-Profile.Coating/Over 65 Microns/1000 HoursSalt Spray Tested.Colour Code: RAL 6005 (Moss Green). |
| 34 | BOUNDRYWALL MODULE-2Earth 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. |
| 35 | 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 36 | 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.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 41 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 42 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 150-200 mm, as per drawing, all complete as per directions of Engineer-in-charge. |
| 43 | RETAINWALLEarth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. |
| 44 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, excluding cost of form- work,in foundation and floors. |
| 45 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 46 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 47 | TRIMIX FLOORINGExcavation in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the trenches or into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches. |
| 48 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 49 | Construction of granular sub-base by providing close graded Materia conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 50 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. |
| 51 | Providing and fixing in position pre-moulded joint filler in expansion joints. |
| 52 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. |
| 53 | Providing and applying dry shake colour hardener of approved make and manufacture over freshly laid Cement Concrete surface/flooring in required thickness and pattern, comprising metallic/non-metallic hardening aggregates, mineral pigments, cementitious binders and performance additives, mechanically trowelled and finished to achieve a dense, abrasion-resistant, non-dusting and durable surface complete in all respects as per manufacturer’s specifications and direction of Architect-in-Charge. The work shall include surface preparation, levelling, finishing, curing and all labour, materials, machinery and tools required for proper application and completion of the work. The colour, shade, texture and finish of the colour hardener shall be got approved from the Architect-in-Charge through physical samples/mock-ups prior to execution. The rate shall include complete application, curing, protection and all incidental works required for satisfactory completion of the item. |
| 54 | STAMPED CONCRETE FLOORINGSurface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 55 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. |
| 56 | ACI (HIGH PERFORMANCE STAMPED CONCRETE)Applying and finishing the top surface of concrete, in accordance with sprinkling of ACI/or equivalent color hardener at the rate of 0.31 kg./sq.ft. in the desired shade and finish as per drawing approved by Architect in charge. Floating the surface with different types of floaters, application of release agent at the rate of 0.011 kg./sq.ft , stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer at the rate of 0.035 ltr/sq.ft, for finishing. Complete for play area, parking areas, Compound flooring, Podium, Basement flooring, External roads etc. The cost is inlcusive of sample preparation and approval by Architect in charge. |
| 57 | COBBLE PATHWAYEarth 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. |
| 58 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil |
| 59 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 60 | Providing & fixing Red 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. |
| 61 | Supply and fixing of Prefab Polymer Concrete ACO Drain V 100 Multiline Channels as per EN 1433 having following properties a) Compressive strength -96 N/mm2 b) Flexural strength -27N/mm2 c) Water absorption - 0.07% d) Manning's roughness- 0.011. The Channels must be 'V'-profile in shape with integrated edge protection made up of Galvanised Steel / Stainless Steel / Cast Iron with boltless drainlock® grating with anti-shunt 4 no. provision per length. The Channels must also be pre-sloped 1:200 or same invert / variable depth with 500 or 1000 mm length and with tongue and groove joints for interlocking, integrated lip labyrinth sealing for liquid-tight connection to ground line with needed accessories like end cap, end cap with outlet etc. Channels to have anchoring features on the outside wall to ensure mechanical bond to the surrounding bedding material and pavement surface. The Channel gratings are made up of Stainless Steel 304 in 500 mm or 1000 mm length, suitable for polymer concrete drain channels as per load class A -15, B-125, C250 , D 400, E 600 confirming to EN 1433. |
| 62 | SLIDING GATEDesign, Fabrication, Supply, Installation, Testing and Commissioning of Single leaf Manually operatedSliding gate suitable for a clear opening of 3.0 mtrs clear width and 1.8mtr clear height, over all width of5.0 mtr min as per following specifications suitable for movement on track of MS Solid bright bar fixed onC channel i/c complete civil works for installation of gates and all associated works etc. complete asrequired. a. Outer main frame will be M.S rectangular/square section of size 100X100X3.0 mm thickness.b. Vertical and horizontal support pipe will be M.S rectangular section of size 100X50X3.0 mm thickness.c.Cross supports for wheel will be of M.S rectangular section with suitable size and thickenss.d. Top supports will be M.S rectangular section of suitable size .e. M.S wheels of 125 mm dia/suitable size and design with double ball bearing, self lubricated bearings(Make SKF/NBC)f. Shaft of wheels and bracket as per site requirementg. Coupling arrangement as required at site.h. Double railing of suitable size with hole fast and 25 mm dia solid bright bar.j. Gate shall be fabricated as per the specifications and Painting with one coat of epoxy primer and twocoats of polyurethane spray paint of approved colour and make etc.. complete as required.k. M.S angle of size 50X50X5 SWG in M.S U channel of size 100mmX50mmX5 SEG i/c cutting ofbituminous/concrete road, fixingof track with concrete , the same as per site condition as per design adn drawing approved by Architect in charge |
| 63 | LANDSCAPE WORKSTrenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 64 | Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment). |
| 65 | 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 |
| 66 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. |
| 67 | 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). |
| 68 | Rough dressing the trenched ground including breaking the clods. |
| 69 | Fine dressing the ground |
| 70 | 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). |
| 71 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. |
| 72 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge With grass Turf |
| 73 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. |
| 74 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep |
| 75 | Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 76 | 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) |
| 77 | Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 78 | 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. |
| 79 | Supply and stacking of Michelia champa (Golden Champa)plant of height 90-105 cm. in earthen pots of size 25 cm as per direction of the officer-incharge. |
| 80 | Supply and stacking of Peltophorum species plant of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 81 | Alstonia scholaris of plants height 150-165 cm. in bag of plants size 25 cm |
| 82 | Ficus benjamina (green) of plants height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags |
| 83 | Mimusops elengi (Maulsri) of plants height 180-195 cm., well developed with thick stem in big in big size HDPE bag |
| 84 | Supply and stacking of Saraca indica (Sita Ashok)plant of height 105-120 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 85 | Supply and stacking of Acacia auriculiformis plant of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 86 | Supply and stacking of Spathodea campanulata plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 87 | Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in- charge |
| 88 | Supply and stacking of Jacaranda mimosifolia plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 89 | Supply and stacking of Tamarindus indica (Imli) plant of height 120-150 cm. in big polybags of size 25 cm as per direction of the officer-in-charge |
| 90 | Supply and stacking of Azadirachta indica ( Neem ) plant of height 120- 130cm in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 91 | Supply and stacking of Eugenia jambolana (Jamun) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 92 | Supply and stacking of Ficus infectoria (Pilkhan) plant of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 93 | Supply and stacking of Butea frondosa (Flame of Forest) plant of height 60-75 cm. in big poly bags of size 25 cm as per direction of theofficer-in-charge. |
| 94 | Supply and stacking of Bauhinia purpurea (Kachnar) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of theofficer-in-charge. |
| 95 | Supply and stacking of plant Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge |
| 96 | Supply and stacking of Plumeria alba dwarf plant dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge |
| 97 | Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 98 | Supply and stacking of Cassia javanica plant of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 99 | Supply and stacking of Cassia nodosa plant of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 100 | Supply and stacking of Erythrina indica plant of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 101 | Supply and stacking of Ficus bengalensis (Bargad) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 102 | Supply and stacking of Dalbergia sissoo (Seasam) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 103 | Supply and stacking of Pithecellobium dulce (Jungle Jalebi) plant of height 120-150 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 104 | Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type plant well developed in 50 cm Cement Pot as per direction of the officer-in-charge. |
| 105 | Supply and stacking of Bassia latifolia (Mahua) plant of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 106 | Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge |
| 107 | Supplying and laying of Uni-Axial Woven Polyster Geogrid conforming to MORTH 3100 and IRC113, as soil reinforcement/basal reinforcement including accessories like tie-strips, nuts & bolts and loops/lugs for joining reinforcing elements with the facia pannels, overlaps and other protective elements for synthetic geo-grids and all other activities required for reinforced soil walls, slopes etc complete as per design requirements, manufacturer specifications and as per direction of engineer-in- charge. |
| 108 | PLANTERExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 109 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 110 | 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) |
| 111 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. |
| 112 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 113 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 114 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 115 | 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 |
| 116 | MEMORIAL COMPLEXExcavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 117 | 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. |
| 118 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 119 | 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. |
| 120 | Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) |
| 121 | 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. All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 122 | 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. All works Above plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 123 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 124 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) |
| 125 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 126 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 127 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. |
| 128 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 129 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 130 | Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion 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 approved make as required and as approved by the Architect in charge. Also includes the cost of preparation of shop drawing, and sample preparation and approval from Architect in charge |
| 131 | Providing and finishing wall surfaces with rough textured stucco paint of approved brand such as , including surface preparation with cleaning and filling of cracks/undulations, application of one coat of exterior grade cement primer, followed by 1–2 coats of ready-mix acrylic-based textured paint using trowel/roller to achieve uniform rough texture finish (minimum DFT 1.0–1.5 mm), as per manufacturer’s specifications. The rate includes all materials, labour, scaffolding, tools, primer, curing (if required), and protection. Measurement in sqm of finished surface; no deduction for openings up to 0.5 sqm.(Make it : Asian Paints Apex Duracast Rustic or equivalent) |
| 132 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete |
| 133 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 134 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 135 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/RubyRed or equivalent |
| 136 | 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 |
| 137 | 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.White sand stone |
| 138 | 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) : White sand stone - Exposed face machine cut and table rubbed with rough backing.40 mm thick |
| 139 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. DSR 8.16 |
| 140 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or 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. |
| 141 | TOURIST FACILITYProviding & fixing of MS bench with Ornamentetion without armrest (size 1250mm length and 600mm and height 450 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. |
| 142 | Providing & fixing of SS Dustbin size 487 x 399 x 1138 fixing on a foundation with base plate all complete as per design of direction in engineer/ Architect in charge. |
| 143 | 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.FEEDER Panel-1 Incoming-1 :1 No 160 Amp. 4P MCCB ACB of 25KA (Ics=Icu) Breaking Capacity Incoming-2 :1 No 160 Amp. 4P MCCB ACB of 25KA (Ics=Icu) Breaking Capacity for DGMetering : 1 Set of CT's one of 160/ 5Amp ratio for Multifunction Meter 1 Set of Phase Indication Lamp.Bus Bar : One (1) No. 200 Amp. FP aluminimum bus bar of suitable length.Outgoing : Phase indication lamps on each outgoing to be provided.125 Amps FP MCCB of 25KA -2 No10A Amps DP MCB of 10KA -8 No2 No. SPACE & SPARE |
| 144 | FEEDER Panel-2Incoming : 1 No 125 Amp. 4P MCCB ACB of 25KA (Ics=Icu) Breaking CapacityMetering : 1 Set of CT's one of 125/ 5Amp ratio for Multifunction Meter 1 Set of Phase Indication Lamp.Bus Bar : One (1) No. 160 Amp. FP aluminimum bus bar of suitable length.Outgoing : Phase indication lamps on each outgoing to be provided.100 Amps FP MCB of 25KA -2 No63 Amps FP MCB of 25KA -2 No25A Amps DP MCB of 10KA -1 No10A Amps DP MCB of 10KA -6 No2 No. SPACE & SPARE |
| 145 | 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 |
| 146 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required |
| 147 | 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. |
| 148 | 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) |
| 149 | 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. |
| 150 | Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 151 | Laying of one number PVC insulated and PVC sheathed / XLPE power Cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Up to 35 sq.mm. |
| 152 | Laying of one number PVC insulated and PVC sheathed / XLPE power Cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 35 sq.mm. and up to 95 sq.mm. |
| 153 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as requiredUp to 35 sq.mm. |
| 154 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, rotective covering and refilling the trench etc as requiredAbove 35 sq.mm. and up to 95 sq.mm. |
| 155 | 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 95 sq.mm |
| 156 | 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 70 sq.mm |
| 157 | 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 |
| 158 | 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. |
| 159 | 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, |
| 160 | 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) |
| 161 | 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) |
| 162 | '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) |
| 163 | '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 70 sq. mm (38mm) |
| 164 | '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 95 sq. mm (45mm) |
| 165 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required100 mm dia |
| 166 | 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 |
| 167 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 168 | Supply Installation, Testing & Commissioning of the bollard light with 2 x 20 LED - 14 W , Pre-treated before powder coating ensuring high corrosion resistance; Single cable entry; One IP68 connector supplied with 0.2 m of 3x1.0 sqmm outdoor cable; Stainless steel fasteners in grade 304 with zinc flake coating (ZFC); Durable silicone rubber gasket; Toughened glass; Luminaire should complaince IP 65 rating & IK08. finished option available with Black, Dark Grey, White, Matt Silver, Bronze, with the powder coating thickness of 80-120 Micron..Operating temperature: -20 °C to 50 °C; Material: Aluminium. OPTICAL - Optic G; 75°x105°; Lumen (lm): 796 lm; Efficacy (lm/W): 57 lm/W. LIGHT SOURCE - 40 LED; CCT / CRI: 4000K CRI80; MacAdam Ellipse: 3 SDCM; Drive current: 500 mA; Lifetime L90B10 (hours) > 23,000; Lifetime L80B10 (hours) > 45,000. Lifetime L80B50 (hours) > 49,000. ELECTRICAL - Class I; Integral control gear; Constant current (CC); Input voltage: 220-240 V 50/60 Hz; Dimming type: On/Off; Dimension of the bollard should be (200x80 mm - 500 mm height); bollard should be supplied complete with all necessary accessories like anchor bolt kit and IP 68 connector, as required. (Make - Ligman, Bega, Iguzzine or approved equivalent) as approved by the Architect. WARRANTY - 5 years. AUG-10011-W40 |
| 169 | SITC of outdoor light column model SMITH 3 (SM-21031), featuring a die-cast aluminium housing and an extruded aluminium column with a diameter of Ø225 mm, pre-treated for high corrosion resistance, equipped with stainless steel grade 304 fasteners with zinc flake coating (ZFC) and a durable silicone rubber gasket. Luminaire should complaince IP 65 rating & IK08. finished option available with Black, Dark Grey, White, Matt Silver, Bronze, with the powder coating thickness of 80-120 Micron.The unit shall incorporate an opal UV-stabilised polycarbonate diffuser providing a G-type optic with a 360° beam distribution. Technical performance parameters must include a power consumption of 58 W utilizing 192 LED light sources with integral constant current (CC) control gear, operating at an input voltage of 220-240 V 50/60 Hz, and include integral surge protection of 10kV. The luminaire shall deliver a luminous flux between 5172 and 5444 lm with a system efficacy of 89 to 94 lm/W, available in color temperatures of 3000K or 4000K with a CRI of 80 and a MacAdam Ellipse of 3 SDCM. Photometric properties shall include a BUG rating of B2-U5-G3, an Upward Light Ratio (ULR) of 50%, an Upward Light Output Ratio (ULOR) of 50%, and a CIE flux code of n°3 67. The fixture shall weigh 34.0 kg, possess an Effective Projected Area (EPA) of 0.958 m², an operating temperature range of -20 °C to 40 °C, and be designed to withstand a maximum wind load resistance of 160 km/h. It shall be supplied with a specific 3 m cylindrical, straight aluminium pole (APD130225-SM-21031), offer dimming options of On/Off, 1-10V, or DALI, feature a lifetime rating exceeding 45,000 hours (L80B10), and be compatible with EN/IEC 60598-2-22 for emergency installations as a central supply, non-maintained (Z0) unit.Column supplied with integral circuit breaker box and suitable anchor bolts and base template. (Make - Ligman , Bega, Iguzzine or approved equivalent) as approved by the Architect. WARRANTY - 5 years.SM-21031+APD130225 |
| 170 | Supply, installation, testing and commissioning of compact LED garden spike spotlight (Model: UTAH ECO 1 UT-50571 or equivalent) with die-cast aluminium housing, pre-treated and powder coated for high corrosion resistance Luminaire should complaince IP 65 rating & IK08. finished option available with Black, Dark Grey, White, Matt Silver, Bronze, with the powder coating thickness of 80-120 Micron, complete with anti-glare visor and plastic ground spike suitable for landscape applications, equipped with high-efficiency single LED delivering minimum 350 lumens with system wattage not exceeding 6W, having 40° beam angle optic using high-efficiency PMMA lens and clear toughened glass for precise illumination, with colour temperature 3000K and CRI ≥80, operating on 220–240V AC, 50/60 Hz supply with integral constant current driver and control gear, Class I protection, including single cable entry with weatherproof cable gland and pre-wired outdoor cable, stainless steel fasteners, silicone gasket sealing, suitable for operating temperature range of -20°C to +50°C, with ingress protection suitable for outdoor use, complete with all accessories, wiring, earthing and installation as required, (Make - Ligman , Bega, Iguzzine or approved equivalent) as approved by the Architect. WARRANTY - 5 years UT-50571-W-8030-ND |
| 171 | Supply, of linear LED façade luminaire of dimension 40X40X 670 mm length, constructed from high-quality 6063 extruded aluminium alloy housing with 2.5 mm thickness profile with extra-clear polyurethane resin encapsulation for enhanced durability and weather resistance. Luminaire should comply with IP 67 rating & IK08. finished option available with Black, Dark Grey, White, Matt Silver, Bronze, with the powder coating thickness of 80-120 Micron. complete with adjustable stainless steel mounting brackets and suitable for surface installation, equipped with 15 high-performance LEDs delivering minimum 475-605 lumens with system wattage not exceeding 14.4W, having multiple beam angles with 15°, 30°, 40°, 15°X50°, with colour temperature 2700K/3000K/4000K and high colour rendering index CRI ≥90, SDCM 3, Lifetime L80B10 (hours) > 80,000, operating on 24V DC constant voltage system with external IP67 rated driver (to be provided separately as per load requirement), including two IP68 M8 connectors with pre-wired outdoor cables for through wiring & loop in loop out possibility, Stainless steel fasteners in grade 316 with zinc flake coating (ZFC); Durable silicone rubber gasket; High-efficiency PMMA lens. Luminaire should be suitable for ambient operating temperature range of -20°C to +50°C, complete with all necessary accessories such as connectors, mounting clamps, jointing system, wiring, earthing and installation hardware, as required, (Make - Ligman , Bega, Iguzzine or approved equivalent) as approved by the Architect. WARRANTY - 5 years. |
| 172 | Supply of the outdoor recessed luminaire HA-60385-S shall be , featuring a die-cast aluminium housing pre-treated for high corrosion resistance with an aluminium frame rated IK07 (available with interchangeable stainless steel grade 316 frames), equipped with stainless steel grade 304 fasteners with zinc flake coating (ZFC) and a durable silicone rubber gasket. Luminaire should complaince IP 65 rating & IK07. finished option available with Black, Dark Grey, White, Matt Silver, Bronze, with the powder coating thickness of 80-120 Micron.The unit shall incorporate an opal high-efficiency PMMA diffuser providing an asymmetric G-type beam distribution of 96°x180°. Technical performance parameters must include a power consumption of 13 W utilizing 48 LED light sources with integral constant current (CC) control gear, operating at an input voltage of 220-240 V 50/60 Hz. The luminaire shall deliver a luminous flux between 1270 and 1337 lm with a system efficacy of 98 to 103 lm/W, available in color temperatures of 3000K or 4000K with a CRI of 80. Photometric properties shall include a BUG rating of B1-U3-G1, an Upward Light Ratio (ULR) of 49%, an Upward Light Output Ratio (ULOR) of 49%, and a CIE flux code of n°3 66.The fixture shall weigh 1.4 kg, possess an operating temperature range of -20 °C to 45 °C, feature two cable entries for through wiring, offer dimming options of On/Off, 1-10V, or DALI, and be compatible with EN/IEC 60598-2-22 for emergency installations as a central supply, non-maintained (Z0) unit. (Make - Ligman , Bega, Iguzzine or approved equivalent) as approved by the Architect. . WARRANTY - 5 years |
| 173 | Supply and Fixing of KL-3594 Aster-6 of 20W LED (2010X13X5.4)MM Supply of 20W Monocolour encapsulated flexible LED Strip having Dimension 2010 x 13 x 5.4 with IP 67, 3000K/4000K/5700K, 24Vdc CRI >80 MacAdam step>3, Beam angle : 120°, Should be equipped with dot less homogenous lighting effect, Electronic driver ON/OFF (External driver), MATERIAL CHARACTERISTICS, High-Grade Horizontal bend Elasto Polymer & Endcaps, Silicone moulded diffuser, End Cap, 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 -25°C to +55°C. Driver efficiency >85%, Surge protection 3KV. The OEM should have in house facility of encapsulation and in house testing laboratory. Certification: CE Certified, BIS Certification for Luminaires. Make as per Klite KL-3594/Unilamp/Ligman) |
| 174 | Supply, Installation, Testing and Commissioning (SITC) of outdoor LED projector / floodlight luminaire comprising die-cast aluminium housing with integral control gear, pre-treated and powder coated for high corrosion resistance and durability. The luminaire shall be equipped with 3 high-power LEDs with system power approx. 27W, 4000K CCT, CRI ≥80, and narrow beam optic of 8° using high-efficiency PMMA lens with clear toughened safety glass. The fixture shall be provided with durable silicone gasket sealing, SS304 stainless steel fasteners, single cable entry, and IP68 connector with 0.2 m outdoor cable for reliable outdoor operation. The luminaire shall be suitable for arm mounting installation, finished in RAL 7043 dark grey, and comply with relevant IEC/EN 60598 standards for exterior architectural lighting applications. (Make - Ligman, Bega, Iguzzine or approved equivalent) |
| 175 | SITC of 5w Step Light Outdoor Type Waterproof IP66 Construction in die-casted aluminum powder coated.ts integrated LED ensures long-lasting and energyefficient with IP65 Protected. Make Signify/Color kInetic/Ligman |
| 176 | SIGNAGE BOARDSupply, Fabrication & Installation of CORTEN STEEL exterior INFORMATIONAL 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 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 etched to the main panel. The panel formed shall have overall minimum thickness of 90mm. The panel to have Logo, Text in bi-language, _— 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 preparation of shop drawing, and sample preparation and approval from Architect in charge. |
| 177 | Providing, fabricating, supplying, transporting, hoisting and fixing in position decorative 3D Lotus Installation of approved size (min dia. 2.4 M; height: 3M tentatively), design, profile and geometry in White Metal, M.S. (Mild Steel), Stainless Steel, Corten Steel and/or other approved metals, including complete structural framework, ornamental elements, base supports, welding, CNC/laser cutting, bending, grinding, polishing, protective coatings, anti-corrosive treatment and all allied works complete in all respects as per approved drawings and direction of Architect-in-Charge. The exposed metal surfaces shall be free from defects and finished in approved texture, patina, colour and shade, which shall be finalized through samples/mock-ups and approved by the Architect-in-Charge prior to execution. The contractor shall prepare and submit detailed shop drawings, fabrication drawings, structural and fixing details, material specifications and finish schedules for approval of the Architect-in-Charge before commencement of fabrication. The rate shall include all materials, labour, machinery, scaffolding, transportation, installation at all heights and levels, testing, finishing and all incidental works required for complete execution of the installation. Also includes the cost of preparation of shop drawing, and sample preparation and approval from Architect in charge |
| 178 | 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/ or etched/CNC as approved by ARchitect . 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 preparation of shop drawing, and sample preparation and approval from Architect in charge |
| 179 | Over all Size: Height -240 inch, Width - 46 inch, Depth - 12 inch Free standing Exterior monolithic double sided signage fixed with the help of MS pipe frame work cladded with 3mm thick Aluminium composite panel (ACP) duly cut by CNC router with 5mm/12mm imported A- cast “Acrylite” make acrylic fixed with 040 acrylic sheet on back with exterior grade vinyl text, illumination with backlit water proof IP-68 rated LED inside for individual letter illumination complete in all respects as per design. The Foundation work with reinforcement: Foundation Size 5 ft (L) x 3ft (W) x 5ft (D) (12 mm & 10 mm dia reinforcement steel @ 150mm bothways as per approval of Engineer-in-Charge, to be used in foundation with grouting of MS base plate (16 mm thickness) with the help of 20 mm dia grouting bolt of length not less than 450mm. The nominal mix concrete of mix proportion 1:1.5:3 to be used in foundation. The MS Structure to be erected over 16mm thick MS base plate. The 2 nos MS pipe of size 150 x 75 x 5 mm to be fixed over base plate suitably braced with MS pipe of size 150 x 75 x 5 mm in between (04 nos: 01 no top, 01 no bottom and 02 nos in between) . Framing of MS pipe of size 25x25x5 over existing braced structure to be made on both side and thereafter, 50x50x5 mm square pipe to be fixed on side of structure in such a way to make provision for opeing on one side for maintenance purpose . ACP sheet – 3mm ACP sheet as per color approved by Engineer-in-Charge : Both side with side coverage as per design,approved size and approved MS structure. The ACP sheet to be cut by CNC router as per exact letter size & logo and as per approval of mock-up plan. Illumination: Illumination of not less than 140 lumens per feet, color temperature 10,000 K with IP68 grade power supply of SAMSUNG or equivalent make. 1)Logo of approximate size 42\\" x 14\\" on both side. 2) 12mm solid acrylic sheet laser cut letters-\\"\\" 3) 5mm solid acrylic sheet laser cut letters - 4) 12mm solid acrylic sheet laser cut letters of letter size 7 5) 5mm solid acrylic sheet laser cut letters- Note: 1) Matter on one side to be writen in Hindi font and on another side in English Font. 2) Matter as per tentative lay-out given. However, before actual execution, the bidder to take prior approval of mock -up plan from Engineer-in-Charge. Also includes the cost of preparation of shop drawing, and sample preparation and approval from Architect in charge Please Enable Macros to View BoQ information |
| 180 | Over all Size: Height -240 inch, Width - 46 inch, Depth - 12 inch Free standing Exterior monolithic double sided signage fixed with the help of MS pipe frame work cladded with 3mm thick Aluminium composite panel (ACP) duly cut by CNC router with 5mm/12mm imported A- cast “Acrylite” make acrylic fixed with 040 acrylic sheet on back with exterior grade vinyl text, illumination with backlit water proof IP-68 rated LED inside for individual letter illumination complete in all respects as per design. The Foundation work with reinforcement: Foundation Size 5 ft (L) x 3ft (W) x 5ft (D) (12 mm & 10 mm dia reinforcement steel @ 150mm bothways as per approval of Engineer-in-Charge, to be used in foundation with grouting of MS base plate (16 mm thickness) with the help of 20 mm dia grouting bolt of length not less than 450mm. The nominal mix concrete of mix proportion 1:1.5:3 to be used in foundation. The MS Structure to be erected over 16mm thick MS base plate. The 2 nos MS pipe of size 150 x 75 x 5 mm to be fixed over base plate suitably braced with MS pipe of size 150 x 75 x 5 mm in between (04 nos: 01 no top, 01 no bottom and 02 nos in between) . Framing of MS pipe of size 25x25x5 over existing braced structure to be made on both side and thereafter, 50x50x5 mm square pipe to be fixed on side of structure in such a way to make provision for opeing on one side for maintenance purpose . ACP sheet – 3mm ACP sheet as per color approved by Engineer-in-Charge : Both side with side coverage as per design,approved size and approved MS structure. The ACP sheet to be cut by CNC router as per exact letter size & logo and as per approval of mock-up plan. Illumination: Illumination of not less than 140 lumens per feet, color temperature 10,000 K with IP68 grade power supply of SAMSUNG or equivalent make. 1)Logo of approximate size 42\\" x 14\\" on both side. 2) 12mm solid acrylic sheet laser cut letters-\\"\\" 3) 5mm solid acrylic sheet laser cut letters - 4) 12mm solid acrylic sheet laser cut letters of letter size 7 5) 5mm solid acrylic sheet laser cut letters- Note: 1) Matter on one side to be writen in Hindi font and on another side in English Font. 2) Matter as per tentative lay-out given. However, before actual execution, the bidder to take prior approval of mock -up plan from Engineer-in-Charge. Also includes the cost of preparation of shop drawing, and sample preparation and approval from Architect in charge Please Enable Macros to View BoQ information |
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