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| Sl. No. | Item Description |
| 1 | Zone 1 - Parking |
| 2 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 3 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Parking, Footpath Interlockin tiles, Paver Blocks, Kerb Stone, Compound Wall, Planter |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).Kerb Stone For CC Paver Blocks, Parking, compound Wall, Planter |
| 5 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Parking, Footpath Interlocking Tiles and Paver Blocks |
| 6 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand).Compound wass and Planter walls |
| 7 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. Compound Wall Planter Walls |
| 8 | RCC WorkProviding and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.For Compound Wall (DPC) |
| 9 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. |
| 10 | Steel reinforcement Reinforcement for R.C.C. work at all levels includingstraightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically Treated bars (Conforming of relevent IS Kg code) |
| 11 | 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 worksFor GatesFor railing ( 25kg per meter) |
| 12 | Painting two coats on specified surface with synthetic enamel paint of approved brand and shade, after thorough cleaning and necessary filling to give even shade as per clause 803 of MoRT&H Specification including all material, labour.On steel Surface |
| 13 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10m height with 20 to 30 mm thick Red Sand Stone (Karauli ) and backing filled with a grout of 12mm 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 by means of cramps which shall be paid separately) Exposed face rough dressedON TOP |
| 14 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80mm thick |
| 15 | Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. |
| 16 | Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M- 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing PlantFor Right side of ParkingFor CC Paver Blocks |
| 17 | Zone 2 - Entry Plaza |
| 18 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Brick wallPlanter wall (1')Planter wall (1'-6\\")Planter wall (2')Planter wall (2'-6\\")Kerb StoneCobble StoneFor Flooring |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).Brick wall 1Planter wall (1')Planter wall (1'-6\\")Planter wall (2')Planter wall (2'-6\\")Kerb StoneCobble StoneFor Flooring |
| 20 | Random rubble dry stone Kharanja (soling) under floor.For Flooring |
| 21 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 22 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand).Planter wall (1')Planter wall (1'-6\\")Planter wall (2')Planter wall (2'-6\\")Brick Wall 1Brick Wall 2For steps |
| 23 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level up to two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 6 coarse sand).Brick Wall Planter wall (1')Planter wall (1'-6\\")Planter wall (2')Planter wall (2'-6\\") |
| 24 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand).Brick Wall Brick Wall Planter wall (1')Planter wall (1'-6\\")Planter wall (2')Planter wall (2'-6\\")Planter wall (1')Planter wall (1'-6\\")Planter wall (2')Planter wall (2'-6\\") |
| 25 | RCC WorkProviding and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.For Brick Wall (DPC) |
| 26 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.For Brick Wall (DPC) |
| 27 | Steel reinforcement Reinforcement for R.C.C. work at all levels includingstraightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically Treated bars (Conforming of relevent IS Kg code) |
| 28 | 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 |
| 29 | Painting two coats on specified surface with synthetic enamel paint of approved brand and shade, after thorough cleaning and necessary filling to give even shade as per clause 803 of MoRT&H Specification including all material, labour.On steel Surface |
| 30 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10m height with 20 to 30 mm thick Red Sand Stone (Karauli ) and backing filled with a grout of 12mm 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 by means of cramps which shall be paid separately) Exposed face rough dressed |
| 31 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm 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 . Red sand stone. |
| 32 | Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M- 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing Plant |
| 33 | Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 34 | Zone 3 - Central Plaza |
| 35 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.For wall (Exposed RR)Kerb StoneCobble Stone FlooringStone Crete FlooringFor water Body wallsFor water Body FlooringFor Inner PodiumFir Outer podiumsFor sanstone+cc+Granite Flooring |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).For wall (Exposed RR)Kerb StoneCobble Stone FlooringStone Crete FlooringFor water Body wallsFor water Body FlooringFor Inner PodiumFor Outer PodiumsFor sanstone+cc+Granite FlooringPCC finish for Inner podiumPCC finish for Outer podiums |
| 37 | Random rubble dry stone Kharanja (soling) under floor.For Water Body FlooringFor sanstone+cc+Granite FlooringPCC finish for Inner podiumPCC finish for Outer podiums |
| 38 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 39 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand).For wall (Exposed RR)For water Body wallsWall 1Wall 2For Inner Podium WallsWall 1Wall 2For Outer Podiums WallsWall 1Wall 2 |
| 40 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. For wall (Exposed RR)For Outer PodiumsFor Inner Podium Walls |
| 41 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level up to two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 6 coarse sand).For water Body walls |
| 42 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand).for Water Body Walls |
| 43 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm 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 . Red sand stone. |
| 44 | Add extra for Decorative works |
| 45 | Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M- 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing Plant |
| 46 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 47 | Add extra for Stone Crete work (design as per photo Attached) |
| 48 | Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 49 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : Area of each slab 2001 to 5000 sqcmOn Inner SideOn Outer SideOn FloorOn Inner Podium SidesOn Inner Podium TopOn Outer Podium SidesOn Outer Podium Top |
| 50 | Zone 5 |
| 51 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Cobble FlooringKerb StoneStone Pitching for pebble flooringSitting Around Trees |
| 52 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).Cobble FlooringKerb StoneStone Pitching for pebble flooringSitting Around Trees |
| 53 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. With R.R. Stone/ bolder, weighing not less than 40 kg, thickness notless than 150mm, Specific gravity not less than 2.65. selection of stone as per the directions of site enginner in charge for pebble flooring with cement fill |
| 54 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand).For Sitting around Trees |
| 55 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level up to two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 6 coarse sand).For Sitting around Trees |
| 56 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand).For Sitting around Trees |
| 57 | Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M- 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing Plant |
| 58 | Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 59 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10m height with 20 to 30 mm thick Red Sand Stone (Karauli ) and backing filled with a grout of 12mm 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 by means of cramps which shall be paid separately) Exposed face rough dressed |
| 60 | Random rubble dry stone Kharanja (soling) under floor. |
| 61 | Zone 6 |
| 62 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Kerb StoneFor FlooringStone crete flooring |
| 63 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).Kerb StoneFor Flooring |
| 64 | Random rubble dry stone Kharanja (soling) under floor. |
| 65 | Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M- 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing Plant |
| 66 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 67 | Add extra for Stone Crete work (design as per photo Attached) |
| 68 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm 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 . Red sand stone. |
| 69 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 70 | Kerb Stone |
| 71 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Kerb Stone |
| 72 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 73 | Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M- 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing Plant |
| 74 | Zone 9-Lake |
| 75 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m. |
| 76 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. With R.R. Stone/ bolder, weighing not less than 40 kg, thickness notless than 150mm, Specific gravity not less than 2.65. selection of stone as per the directions of site enginner in charge |
| 77 | Supplying & Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).For Toe wall 1For Toe wall 2Flooring |
| 79 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand).For Toe wall 1Step 1Step 2For Toe wall 1Step 1Step 2Main wall |
| 80 | Providing and applying of Sodium Bentonite clay for waterbody, of first Class grade to seal the bottom of the waterbody to a thickness of 100mm. |
| 81 | Cosmetics |
| 82 | Supply and fixing different type of steel pre-fabricated garden bench/ jhula/ slides and other children play items made of steel duly painted as per approved design and specifications by engineer in-charge made of MS pipe, Flats, rectangular hollow section or other steel sections duly welded and or nut bolted where ever required, rubbing and buffing welded joints to make safe for use of children and painted in approved pattern complete as required. |
| 83 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.For interlocking TilesFor granite Flooring |
| 84 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 85 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).For granite Flooring |
| 86 | Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. |
| 87 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red / Chocolate Colour) flooring For zone 2flooring For zone 3For zone 5 (Sitting area Top)For zone 6 Flooring |
| 88 | Supply, Installation, Testing and Comissioning of IS:1475 marked self contained drinking water cooler with hermetically sealed compressor, non CFC refrigerent suitable for operation on 230V/1pH/50Hz AC supply, Full stainless steel (SS304) body (0.8 mm thick) and tank (0.5 mm thick) , stainless steel water tray,minimum two nos Brass Chrome plated faucets and suitable drainage system complete in all respect with required height MS fabricated and Painted Angle iron frame (Cost of frame to be paid Extra) complete in all respect of the following capacity. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure \\"A\\" attached with this BSR .cooling capacity 150 Ltr./Hr. and storage capacity 150 Ltrs |
| 89 | Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in-charge. Every bench should have a manufacturer’s logo of appropriate size Engraved at suitable place. |
| 90 | Guard Room |
| 91 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Wall |
| 92 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).Walls, Flooring |
| 93 | Random rubble dry stone Kharanja (soling) under floor. |
| 94 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand). Walls |
| 95 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level up to two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 6 coarse sand). |
| 96 | RCC WorkProviding and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.DPC BEAM, ROOF BEAM, SLAB |
| 97 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.Walls |
| 98 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. BEAMS |
| 99 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. SLAB |
| 100 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand).BEAMS, CEILING |
| 101 | Steel reinforcement Reinforcement for R.C.C. work at all levels includingstraightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically Treated bars (Conforming of relevent IS Kg code) |
| 102 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 103 | Compound wall other than Zone 01 |
| 104 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Ordinary soilpark boundary wall |
| 105 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). Wall, Coping |
| 106 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand).Walls Below NGL |
| 107 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. Walls above NGL, columns |
| 108 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand).Walls above NGL |
| 109 | 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(25kg per meter) |
| 110 | Painting two coats on specified surface with synthetic enamel paint of approved brand and shade, after thorough cleaning and necessary filling to give even shade as per clause 803 of MoRT&H Specification including all material, labour.On steel Surfacefor main rail along footpaths |
| 111 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 112 | Toilet Block |
| 113 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Wall |
| 114 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).Wall, Flooring |
| 115 | Random rubble dry stone Kharanja (soling) under floor. |
| 116 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 117 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level up to two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 6 coarse sand). |
| 118 | RCC WorkProviding and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.DPC BEAM, ROOF BEAM, SLAB |
| 119 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. WALL |
| 120 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. BEAMS |
| 121 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. SLAB |
| 122 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand).Wall, BEAM, SLAB |
| 123 | Steel reinforcement Reinforcement for R.C.C. work at all levels includingstraightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically Treated bars (Conforming of relevent IS Kg code) |
| 124 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 125 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .75mm thick.WALL, ROOF |
| 126 | Providing and fixing tiled false ceiling of approved materials of size 595X595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams per sqm both side inclusive ) consisting of main “T” runner with suitably spaced joints to get required length and of size 24X38 mm made from 0.30 mm thick (minimum) sheet spaced at 1200 mm center to center and cross “T” of size 24X25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200X600 mm and secondary cross “T” of length 600 mm and size 24X25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200X600 mm panel to form grids of 600X600 mm and wall angle of size 24X24X0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 X 37 X 25 X 1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 X 30 X 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be prepainted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-incharge12.5mm thick square edge PVC laminated Gypsum tiles of size 595mm x 595mm, made of Gypsum lasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edged and the back side metalized polyester film so as to make the tile a completely sealed unit. |
| 127 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :30 mm thick .Commercial Veneer both side |
| 128 | Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately). For fixed portion. Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 129 | Extra for shutters of sliding aluminum windows |
| 130 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 131 | Sanitary Work P &FIndian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. |
| 132 | P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 133 | P & F water closet Seat Covers with brass hinges complete :Solid PVC (IS 2548 marked) grade-I White for EWC. |
| 134 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Flat Back (large) or half stall size 610x400x80mm. |
| 135 | P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.Makrana II quality marble having light spots |
| 136 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall:PVC with PVC bend as per IS : 7231. |
| 137 | P & F C.P. brass Urinal Spreader for stall urinal of approved make. |
| 138 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :Size 550 mm x 400 mm dia for counter top |
| 139 | P & F Bottle Trap of approved make :C.P Brass 32 mm |
| 140 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall)25 mm nominal size |
| 141 | 32mm nominal size |
| 142 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)25 mm nominal size |
| 143 | Construction of septic Tank in all types of soil with 40 cm thick masonry in CM 1:6; 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab jointing of slab in CM 1:3. Rathal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design , two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:Size 400 x140x150 cm.(for 50 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect. |
| 144 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 145 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 150mm dia Internal |
| 146 | Providing and fixing PTMT pillar cock of approved quality and colour 15mm nominal bore, 107mm long. Weighing not less than 110 gms. |
| 147 | Providing and fixing brass stop cock of approved quality : 15mm nominal bore. |
| 148 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 149 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore |
| 150 | C.P. sink mixer with swinging spout J-pipe.With casted spout |
| 151 | Water Tank |
| 152 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m.Main Tank |
| 153 | Add extra for overall depth of excavation above 3.0 m and upto 4.5 m over item no 4.10.1.1 |
| 154 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 155 | RCC WorkProviding and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.sedi tank base raftsedi tank all walls sedi tank roof |
| 156 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. sedi tank base raftsedi tank roof |
| 157 | Centring and shuttering up to two stories or height up to 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.sedi tank all walls shorter |
| 158 | Steel reinforcement Reinforcement for R.C.C. work at all levels includingstraightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically Treated bars (Conforming of relevent IS Kg code) |
| 159 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 160 | Plumbing |
| 161 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation 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) 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 designWith F.P.S. bricks |
| 162 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore. |
| 163 | Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating at synchronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.(3.7 KW (5.0 HP)) for storage tank motor |
| 164 | Providing, laying and jointing of UPVC class III (6 kg/cm2) ISI marked pipe with socket suitable for electromeric sealing ring type joint (ESR) in assorted length with fixing of PVC/C.I. Special (excluding cost of valve)fixing at CID joint after cutting, tapering etc. This include the excavation of trench upto 1.5 mtr. depth in all type of soil cutting of road surface pavement where required lift upto 1.5 mtr. stacking the soil clear form the edge of excavation and refilling of soil after laying and jointing of pipe line with proper compaction and disposing of allsurplus soil as directed with in lead of 30 mtr. This also include getting the pipe line tested and site clearance etc. complete job (Make of pipe KISAN, FINOLEX). (D-547 dt. 20.12.2011) 90 mm |
| 165 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant 160 mm dia |
| 166 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32mm dia nominal bore |
| 167 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore |
| 168 | Supply, fixing, testing and commissioning of Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 / EEC/ MDIL with end coupling as per relevant technical specification and the direction of the Engineer |
| 169 | Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Above 100 Metre and upto 200 Meter depth250 mm nominal bore |
| 170 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985 of following nominal bore sizes at site of work. 200 mm dia |
| 171 | Supply and fixing of tube well cover of M.S. sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia |
| 172 | Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 173 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia |
| 174 | Providing & lowering of G.I. flange pipe B Class including rubber washer and nuts of 8 mm dia complete in all respect. 32 mm dia |
| 175 | Providing & Laying of synthetic rope for submersible pump ISI marked (IS:5175) of following sizes. complete in all respect. All as per pre approved by Engineer in charge. 16mm (suitable above 50mm & up to 75mm OD pipe) |
| 176 | Supplying and Laying ISI marked P.V.C. insulated submersible cable as per PWD specification for electrical Works confirming to IS:694 and as per IS 8130 : 2013 of 1.1 kV grade .Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A or C ,flame etardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4 including making connection etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. All as per pre approved by Engineer in charge, making connections. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR 6.0 Sq.mm 3 core flat / Round |
| 177 | Providing & Fixing of Single Stage, water cooled, High Speed(2880 RPM), Horizontal, Centrifugal, Openwell Submersible pumps set pre filled with coolent water and fitted with mechanical seal - T/C Vs T/C, Thrust bearing shall be of carbon + S.S.The stator body of single phase pump shall be of SS and rest of all shall be of cast iron. All casting parts should be cathod electro deposition (CED) coated and other construction material should be confirming to IS : 14220: 2018 . The overall performance of pump shall confirm to BEE energy efficiency level of 3 star. Valid BEE certificate from OEM must be submitted for the same. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011, including making connection etc as required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 3.0 HP, 3-Ø, (17 -27) Mtr, (680 - 300) LPM |
| 178 | Electrical |
| 179 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR6.0 Sq. mm 4 core |
| 180 | 25.0 Sq. mm 3.5 core |
| 181 | Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer(3 Nos.), Outer Seal Rubber Ring, Compression Nut, heavy duty aluminium lugs (as per IS 8309 -1993) duly crimped with crimping tool, PVC tape as per IS 8337-1976 of following size of PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .3.5 x 25.0 Sqmm |
| 182 | 4 x 6.0 Sqmm |
| 183 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSRDouble pole MCB(With B/C curve tripping Characteristics)6 A to 32 A rating |
| 184 | Four pole MCB (With B/C curve tripping Characteristics)50/63 A rating |
| 185 | SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 4 pole MCCB With Thermal Magnetic release up to 100 Amp , 25 kA, adjustable O/L & adjustable S/C setting, |
| 186 | SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 187 | Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Electrolytic grade Aluminium bus bar 6010 grade |
| 188 | Providing & Fixing of AC operated heavy duty 230 /440 Volt power contactor as per PWD specification for electrical Works, ISI marked IS/IEC 60947-4-1 : 2000 having provision of mechanical interlocking, auxilary contacts, Din rail mounting type including making connections, testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .4 pole Power contactors with following AC 1 Rating100 Amp |
| 189 | Providing & Fixing of mechanical / digital time switch having following day / week programme and minimum 100 hours reserve and AC1 rating of 16-20 amperes including making connection, programming conforming to IEC 60730-1 and 60730- 2-7 etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . One day & week reserve (digital type ) |
| 190 | Providing & Fixing of IP - 65 protected impact resistant polycarbonate / Polysterene enclosures with knock out for cable entry/out including fixing with nut, bolt, fatner etc as required complete in all respect of following sizes.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 180 x 180 x 91 mm |
| 191 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR1 x 1.5 sq.mm |
| 192 | 2 x 1.5 sq.mm |
| 193 | Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) |
| 194 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR20 mm |
| 195 | 25 mm |
| 196 | 32 mm |
| 197 | Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) with CM/L no. printed and made out of unbreakable and fire retardant vergin UV Stabilized Polycarbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating ,minimum width of switch toggle( PUSH PART ) should not less then 20mm, including all as per pre approved by Engineer in-charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR16 A one way switch With Led Indicator |
| 198 | 6/16 A shuttered socket |
| 199 | Providing & Fixing of following size mounting grid plates with cover plates made from fire retardent UV established high-performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .1/2 Module |
| 200 | Decorative haritage pole in 4 Meter height. Pole upper section of length 3mtr is of dia 76mm and 1 meter bottom section of dia 114mm with decorative casting with base plate as per drawing. Provision for inside termination box with 4way connector & 1Nos 6 AMPS MCB for local isolation with cover.Complete in all aspects with foundation bolts. |
| 201 | SITC of Smart LED luminaire with integrated SLC and 0-10V dimmable driver, 140-270V AC, 10 KV built-in surge protector, Ingress protection IP66 of following ratings: Smart LED luminaire 72 W |
| 202 | Providing & Fixing of IP40 LED Surface/ Recessed /suspended mounting Mid power SMD type LED Light fixture made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non - yellowish diffuser for uniform light distribution. High efficiency with 2.5 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection and in compliance to IEC standards (Integral with light fixture). System lumen efficacy of = 120 lm/Watt ,THD < 10 % , p.f.=0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing.36W LED light fixture 2'x2' with acrylic / prismatic front cover. |
| 203 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .LED Street Light fixture with Minimum lumen output 7500 lm |
| 204 | LED Skirting /Foot Light 2 Module |
| 205 | Providing & Fixing of IK10 IP65 protected 600 mm height LED Bollard Luminarie with base plate made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Minimum lumen output 980 lm Bollard |
| 206 | Supply installation testing & Commissioning of high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 – 2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by piecewise single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, integral power tool accesible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, Stainless steel 6 mm dia. wire ropes (AISI 316, 7 / 19 costruction 3 no. rope for lantern carrage & 2 no. rope for winch assembly ) foundation bolt,torque limiter,EPR insulated PCP sheathed 5 core x 2.5 Sq.mm trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS5135.etc. as required on Existing Foundation. ( See table P - 03 for specs.) OEM Must have Type test certificate for wind tunnel test . All as per pre approved by Engineer in-charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 207 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .A) Excavation of Pit for Foundation Size upto required depth from Ground levelB) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.C) Providing and laying in position cement concrete of M-10 grade of 75 mm thicknessD) Reinforcement for R.C.C. work with TMT bars includingstraightening, cutting, bending, placing in position and binding al complete.E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.Pole Foundation for Octagonal pole from 10 Mtr. To 12 Mtr |
| 208 | Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .High Power LED Flood Light Minimum lumen output 14800 lm |
| 209 | Wiring of light point/ fan point/exhaust fanpoint/call bell point with 1.5sq. mm nominal size FRPVC insulated unsheathed flexible copper conductor 1.1kV grade and 1.5sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1kV grade (IS:694) in recessed ISI marked MMS (IS:9537P-III) virgin material PVC conduit & it's ISImarked (IS:3419-1988) accessories, round tiles, 1.2mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose/ Holder/ 3way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E-04,E-05&E-07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSRShort point (up to 3 mtr.) |
| 210 | Medium point (up to 6 mtr.) |
| 211 | Long point (up to 10 mtr.. |
| 212 | Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq.mm nominal size FRPVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1kV grade(IS:694) in recessed ISI marked (IS:9537P-II) rigid steel conduit & it's ISI marked (IS:14768 P-II 2003) accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10A modular switch, 3/5 pin 6A modular socket, Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E-04,E-05&E-07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSROn board |
| 213 | Horticulture |
| 214 | Supply&Plantingofshadyplants(Neem.Peepal,Goolar,Jamun, Imli or other specified) along road side including the following activities:i.Preparationof soil includingcleaning&removingof unwanted shrubs removal of stones & garbage.ii.Supplyofplantatsiteof twoyearsofage&heightmorethan 1.50 Mtr.iii.Supply of dry manure(Farm yard manure organic)iv.Supply of Insecticides.v.Diggingofpitssize60x60x60cms.Includingremovalofstones. Manuringapplicationof insecticides&wateringat least1.5Liter per plant after plantingvi.HalfbrickCirculartreeguardinsecondclassbricks, internaldia 1.25 meter and heigh 1.20 meter above ground and 0.20 meter above ground and 0.20 meter below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 (1Cement:6 Sand) and the intermediate courses being in dry honey comb masonry. As per design complete.vii.Watering to plantsviii.Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. &security. If theplant dieduringmaintencecontractor has to rplace same heingh plant at his own cost. |
| 215 | Supply & Panting of ornamental plants ( Kachnar, Amaltas, Gulmohar, Arjun, Kala, Siris, Jacranda etc. or other specified) along road side including the following activities :i.Preparationof soil includingcleaning&removingof unwanted shrubs removal of stones & garbageii.Supply of plant at site of two years of age & height more than 1.50 Mtr.iii.Supply of dry manure( Farm yard manure organic)iv.Supply of Insecticidesv.Digging of pits size 60x60x60 cms.Including removal of stones. Manuring application of insecticides & wateringat least1.5 liter per plant after planting.vi.HalfbrickCirculartreeguardinsecondclassbricks.Internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground. Bottom two courses laid dry and top three courses in cement morter 1:6(1Cement :6Sand) and the intermediate courses being in dry honey comb masonry. As per design complete.vii.Waterring to Plants.vii.Maintenance of plants by the contractor including pits.Preparation of Thavala Hoeing weeding etc. & application of insecticidesetc.&security. If theplantdieduringmaintencance contractor has to replace same height plant at his own cost. |
| 216 | Supply of Insecticides & Pesticides at store in dust / liquid form complete.Karathion (Liquid). |
| 217 | Supply of dry manure including loading unloading,transportation & stacking at site.Farm yard manure(organic) |
| 218 | Vermi compost |
| 219 | Preparation of different sized beds as directed. |
| 220 | Digging of pits size 60x60x60 cms. Including removal of stones. Manuring applicable of insecticides & watering atleast 15 litre per plant after planting. |
| 221 | Supply of different varities of tree / shrubs / climbers according to height and age of the plant at site including loading/ unloading & transportation etc. complete :Different varrities of shrubs 900 mm. |
| 222 | Different varrities of climbers 1500 mm. |
| 223 | Supply of different varieties of Rose plants in polyetlene bags / earthen pots according to height. growth & age of the plant at site including loading, unloading & transportation etc. complete :Desi Rose / Root stock Plants / Ganganagri. |
| 224 | Different varieties of Grafted Rose Plant. |
| 225 | Bamboo plant of Different varieties P.B(14”X14”) - 4’-5’ |
| 226 | Ground Cover of various varietiesPendanus in P.B(9”X11”) - 1’ |
| 227 | Vadaliain P.B - 6” |
| 228 | Hedges of various varietiesGolden durantain P.B(5”X6”) - 6”-1’ |
| 229 | Enarmi in P.B(5”X5”) - 1’ |
| 230 | Supply of Chemical Fertilizers at store in bags weighing not less than 50 kg each including loading unloading & transportation Urea |
| 231 | Supply of different varieties of palms in poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. completeBottle palm 8 feet |
| 232 | T cycuss 5 feet |
| 233 | Supplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead. 2) Earth measured in stacks will be reduced by 20% foe payment |
| 234 | Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking |
| 235 | Supply & plantation of Ornamental trees including mortility replacement loading-unloading transportation and maintenance for 30 days after planting the plants.Polyathia longifolia Ashok 8'-10' multibranching from 4 feet |
| 236 | DECORATIVE TREESDifferent champa 215 cm height |
| 237 | Supply & plantation of Ornamental trees including mortility replacement loading-unloading transportation and maintenance for 30 days after planting the plantsBottle brush Golden 5'-6' |
| 238 | SHRUBSArica palm many branches 6 feet |
| 239 | Selective varieties of crotons 3 feet |
| 240 | Laying of lawns including ploughing leveling breaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost in rows 5 cm apart in either direction |
| 241 | Maxican (Carpet) grass tiles (2’X2’size) for development of garden, including levelling of soil and spreading of manure. |
| 242 | Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 7.5 cm apart in either direction |
| 243 | Supply of different verities of trees according to height and dia ofthe plant at site including/ unloading & transportation etc. CompleteDifferent flowering plants 3000MM Height, Girth 10 to16 cmatcollar ht. |
| 244 | Supply of differentvarities of Bougainvallia having multi branching ht. 2.5 - 3 feet, crown dia 2 - 2.5 feet & stem girth 7-10 cm. |
| 245 | Supply & planting of Petunia, Salvia, Sinereria & Gajenia, sweet william, penjy etc. seasonal flower plant of Pune verity. (Winter Season) |
| 246 | Phoenix dactylifera 12'-15' |
| 247 | Pulmeria Rubra 8'-10' height, Girth 20 to 25 cm at collar ht. multibranching in 25 x 25 poly bag Including loading unloading transportation. |
| 248 | Supply & plantation of Plumeria singaporensis having multibranching ht. 2.5 - 3 feet, crown dia 2 - 2.5 feet & stem girth 7-10 cm. |
| 249 | Supply & Plantation of Ashok Pendula plants size 8-10 feet ht., girth 18-25 cm multibranching from 2 feet ht in 21\\" x 21\\" poly bag. |
| 250 | Supply & Plantation of selected specimen plants size 8'-10' ht. crown dia 5'-6', girth 15-20 cm multibranching in 25 x 25 poly bag Including loading unloading transportation. Mimusops elengi (Molshree), Buhania blackenia, Casia fistula, Lagerstomea flos reginae, Putranjeeva, Arjuna, Kuresea, Ficus shiela etc. (Which one will be chosen at site.) |
| 251 | Maintenance works in parks -- Includes- Watering in parks- Weeding & hoeing- Thavala prepration/ formation- Hedge/lawn cutting work- Seasonal flowering plants- Cleaning work etc.2 hectare for 24 months = 48 hectares |
| 252 | Fountain |
| 253 | Supply erection, commissioning and testing of Wave fountains in horizontanl pond, at having a wave Fountain inclusive of 11 no. foaming nozzles with gate valve & brass ball joint each fully adjustable for a precision effect manufactured by ISO certified company Make- primier/family fountains. The manifold should be made of MS with. The pipe should be made of Galvanize Iron with flanges, Nut bolts, Gaskets, pipe work, manifold nozzles made of precision machined & including all final epoxy finishing work of pipe surface etc. as per direction of engineer-in-charge.Material of construction of various componentsManifold: steel-Epoxy coated Control Valve: Brass/Gunmetal of ISI marked Pipe work: Galvanised iron of ‘B’ Class with epoxy coating on all surface.Nozzle: Foaming Jets of Brass and Ball Joints nozzles of Brass with gate valve of brass : fabricated steel-galvanized /epoxy coating(5 m X1.8M) |
| 254 | Supply and installation of 10 HP submersible monoblock pumpsets of Kirloskar/KSB/Crompton make fit fine stainless steel mesh filter mountable on suction of fountain pump, operative equivalent producing minimum 30mt. high Jet. The pump set must be on gimble system keep the jet vertical. For launching and retrieving the fountain the pump must be winched up to a horizontal position. |
| 255 | Design, Manufature, supply, Installation, Testing and commisioning of cubical type totally enclosed free standing, dust free, damp and vermin proof, wather proof, out door and double door type feeder pillar fabricated out of 2mm thick CRCA sheet duly epoxy painted in approved shade, supplying and fixing following witch gears & accessories, wiring, inter connections and including required civil works i.e. excavation, PCC, brick work, plastering, finishing etc complete as per specification and site requirements as required. |
| 256 | SITC of IP 68 protected LED underwater lighting system manufactured by ISO 9001:2008 certified company di cast housing 9x3W, 12V DC LED lamps with dynamic color changing capability avilable in quick connecting cable courpled with various mounting accessories, Ability to create 16.7 million uniform, smooth and brilliant colors with out revealing any lamp image. Gland Shall be IP68, including connections with 2.5 sq mm. copper conductor cable etc. as reqd. Luminaries shall have stainless steel AISI 304 top Ring with chrome plated and housing and totally protected by fused epoxy polyester coating on all surfaces. The wall thickness of Luminaries not less than 5 mm. All external nuts bolt and studs of AISI 304 standard stainless steel with high quality elastomer gasket and a toughened glass. Waterproof luminaries shall be waterproof when fully immersed in water per rating IP68 and shall have been tested and certified as such by a Govt. of India Test Laboratory not less the 3 years old Certificate.as per direction of engineer-in-charge. |
| 257 | Supply and fixing of DMX controller for RGB lights upto 12.50 Amps with 12 volt complete as required. Make : Family fountains, premier fountains. |
| 258 | Horticulture |
| 259 | Design, Manufature, supply, Installation, Testing and commisioning of cubical type totally enclosed free standing, dust free, damp and vermin proof, wather proof, out door and double door type feeder pillar fabricated out of 2mm thick CRCA sheet duly epoxy painted in approved shade, supplying and fixing following witch gears & accessories, wiring, inter connections and including required civil works i.e. excavation, PCC, brick work, plastering, finishing etc complete as per specification and site requirements as required. |
| 260 | Spike Light for Planters Providing and fixing Spike light for planters 7 Watts; Flux 586Lm; Aluminium head and Body, Colour - Steel Grey Size : 64 x 130 x 160mm; IP 65; Warm white Light |
| 261 | SITC of Spot Light10 Watts; Flux 850 Lm; Aluminium Body and head; Colour - Steel Grey Size : 180X150X120mm; IP 65; Warm white Light |
| 262 | SITC of Cove Light160 LED with flexible tube and water proof grade |
| 263 | SITC of Pole Lights36 Watts; Flux 2190 Lm; Aluminium Body and head; Colour - Steel Grey Height >2.7m; Head dia: 420 mm; IP 65; Warm white light |
| 264 | SITC of 2 Way Lights6 Watts; Flux 280 Lm; Aluminium Body; Colour - Steel Grey; IP 65; Warm white Light |
| 265 | SITC of Wall Washer Lights (Water proof and for external landscaping purpose) 36 Watts; Flux 2520 Lm; Aluminium Body; Colour - Steel Grey; Length: 1000mm; Body Size: 65.2mm x 42mm (H x B); Beam angle: 30-90 degree; IP 65; Warm white light |
| 266 | P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .50 mm |
| 267 | Providing and Fixing of chiselled Limestone landscape rock including laoding, unloading and transporation complete with placing in position carefully with crane stone dimension would be within 3’-4’ of complete in all respect as per drawing and as per direction of enginner in charge |
| 268 | Supplying, carving, and fixing a decorative bowl made from premium Rajasthan white marble, including a matching supporting base shaped as per approved design. The base shall distribute load evenly over the existing column and provide visual balance.Work includes carving, shaping, profiling, edge moulding, polishing, and waterproof finishing, along with grooving and recessed space for pipeline and nozzle connections as required for fountain operation.The assembly shall be fixed using stainless steel anchor pins, epoxy adhesive, and non-shrink waterproof grout, ensuring secure, aligned, and vibration-free installation. Includes all handling, joint finishing, and cleaning.Size = (1500 mm dia x 600 mm height) |
| 269 | Providing &Fixing of Dustbin (As per the Drawing) A. Dimensions (Approximate) ;-Length-550mm,Width 650mm, Height–1300mm B.Finish in Structure are in Mild Steel duly powder coated. Note: 3.The Mild Steel Section of 200mmx8mm round was used to grout and anchor fasten the structure on PCC base. Complete in all respect as direction of engineer incharge.Sample to be Approved By Engineer Incharge and Architect Before Execution of Work. |
| 270 | Supplying and fixing at site, single piece solid stone element/statue/sculpture/Ornamental pillar etc. including moulding if any, made out by carving work in first class (Superior class) JODHPUR-PINK stone free from cracks, flaws & stains etc. with additional/required carving work (3-dimensional work) on stone element including Planning, developing, making base, carving work, polishing, all loading-unloading, transportation, scaffolding, hoisting, installation with all required T&P (including white cement, pigment, Chemical, SS clamps and fasteners of approved brand etc.), fixing over/on base/surface as per shape-size & placement of approved drawing , finishing, surface treatment etc. covering properly till the date of opening/inauguration of site etc. The stone should be pre/post -treated with suitable chemical polish for maintaining original color and Ceramic surface treatment to be done to avoid surface staining & effect of external weather condition, pollution & dust etc. Proto type model of element/statue/sculpture (fiber glass or plaster of Paris) may also be required of same shape, size and detailing, for which nothing be paid extra. Preferably, the single piece stone block shall be used for the particular element/statue/sculpture but if not possible, material from the same block/lot of stone, shall only be used for similarity & fine n hair line pasting/jointing shall be done with suitable material in such a way so that joint(s) be not visible from front site. Complete job in all respect including in-lay work if required, as per approved design & drawing under approval of project consultant, appointed for the project & as per directions of Engineer-In-Charge. Note: Payment shall be made as per cubical block size of largest O/O dimension of each finished part/full product in each direction from which the element/statue/sculpture etc. is prepared. Other masonry, concreting, steel reinforcement plastering etc. required shall be paid extra but metallic items such as copper/bronze/gunmetal pipes, nozzles etc of approved make etc., conduiting for water pipe line, electric line etc. or hole of desired shape n size, required for fixing/installation or structurally etc. in any element shall be inclusive in the rate. all work up to 5 meter from Plinth Plevel. (150mm dia, 750mm height) the agency will provide the sample and get it approved by engineer in chargefor 1 bollard = 0.013cum , for 20 bollard = 0.28cumA/C to increase/decrease of price index for 4 years |
| 271 | Providing anf fixing Sqaure/Round shape bansi pahadpur stone chhatri with carving having size of 1050mmx1050mm and height is 2700mm are made up of bansi pahadpur stone carving work is as per enclosed drawing, design and details and instructon of engineer inchargeA/C to increase/decrease of price index for 10 years |
| 272 | Providing anf fixing Square/Round shape bansi pahadpur stone chhatri with carving and moulding work having size of 900mmx900mm base and height is 881mm upto top of the pillar and total height is 1996mm are made up of bansi pahadpur stone carving work is as per enclosed drawing, design and details and instructon of engineer inchargeA/C to increase/decrease of price index for 10 years Please Enable Macros to View BoQ information |
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