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| Sl. No. | Item Description |
| 1 | 1. Construction of Park work |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in regular pits not exceeding 0.5m depth and earth work in embankment to be in 20cm layer including ramming and dressing the surfaces level and slopes and also including 1.5m lift and 30m lead the earth from cutting to be used in making embankment area to be deposited as spoil bank with in 30m distance as directed by E/I. |
| 3 | Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., (For Toewall) |
| 4 | Class 150 brick work (230 mm thick) in 1:6 cement and Hamirpur/Banda sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. |
| 5 | Providing and laying in position Cement concrete in 1:1.5:3 (1cement : 1.5 coarse sand : 3 20mm graded stone aggrigate) excluding the cost of centering & shuttring all work upto plinth level |
| 6 | R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion of 1:1.5:3 in slabs excluding supply of reinforcement and excluding necessary centering & shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.(for cover block in drain) |
| 7 | M..S. or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work.. 2% of RCC Qty |
| 8 | Centering and shuttering including strutting propping etc and removal of form for lintels, beams plinth beam, girders, bressumers and cantilevers |
| 9 | Providing, Laying, spreding and compacting graded stone aggregate wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carrige of mix material by tipper to site, laying in uniform layers with paver in sub base/ base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density.(MORT&Hclause 406). |
| 10 | Providing And Laying of Rubber moulded reflective Zig-Zag 60mm thick tiles of precast compressed C.C. passing minimum 30Mpa compressive strength ISI marked as per drawing and technical specification clause 1504.(Exclusive GSB) S.I. No MORD 1500 |
| 11 | Providing And Laying of Rubber moulded reflective Zig-Zag 80mm thick tiles of precast compressed C.C. passing minimum 30Mpa compressive strength ISI marked as per drawing and technical specification clause 1504.(Exclusive GSB) including 50mm local sand |
| 12 | 12 mm. cement plaster with in 1:6 cement and Hamirpur / Banda sand ( FM 1.5 to 2.0) mortar, single coat on fair side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No. extra for mixing any adhetive. |
| 13 | Finishing wall with two coat of apex weather coat /equivalent make exterior paint over a priming coat of water proofing cement paint on approved quality such as super snocem, durocem, super quality of approved shade on undecorated wall surface with surface prepared with white Birla / equavalent putty of approved make to give an even shade after throughly brushing the surface to remove all dirt and remain of loose powdered material and rate is inclusive of cost of all material, labour T&P and curing etc. complete as per direction of E/I. |
| 14 | Providing and fixing of 18mm thick gang saw cut, mirror polished, premoulded and pre polished, machine cut for kitchen plateform, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curring, moulding and polishing to edges to give high gloss finish etc. complete at all levels.(Area of slab over 0.50sqm) |
| 15 | Supply & fixing of jhula (slide ride, circular ride & swing ride) complete all as per design & drawing including all labour material T&P etc required as per direction of E/I. |
| 16 | Preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge (2/3 x 22/7 x 2.53 = 32.74) DSR-2020 Item no 2.28 |
| 17 | construction of RCC bench as per design & drawing including all labour material T&P etc required as per direction of E/I. |
| 18 | Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip, heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. Rate as per Electrical SOR-2018 Item no 651 |
| 19 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Rate as per Electrical SOR-2018 Item no 501(I) |
| 20 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc, in case of TPN, complete in all respect.SOR-2018 Item no 807(f) (ii)(f) (ii) 40 A TPN |
| 21 | Boring/driling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1). including collecting samples from different strata, preparing and submitting strats chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-In-charge, up to 90 metre depth below ground level. SOR-2018 Item no 23.1.1.1300mm dia |
| 22 | Supply & assembling, lowering and fixing in vertical position Supplying, assembling, lowering and fixing in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc all complete, for all depths, as per direction of Engineer in charos SOR-2018 Item no 23.3.1300mm dia |
| 23 | Supplying assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS 12818, including hire & labour charges, fittings & accessories etc all complete, for all depths, as per direction of Engineer-in-charge. SOR-2018 Item no 23.3.1100mm Nominal Size dia |
| 24 | Supplying, filling spreading & leveling coarse sand of size range 1.5 mm to 2 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all Cum complete as per direction of Engineer-in-charge. SOR-2018 Item no 23.7 |
| 25 | Gravel packing in tube well construction in accordarice with IS 4097, including providing gravel fine medium/ coarse, in required grading & sizes as per actual requirement, all Cum complete as per direction of Engineer-in-charge |
| 26 | Development of tube well in accordance with IS 2800 (part 1) and IS 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method. measuring static level & draw down etc. by step draw down Hour method, collecting water samples & getting tested in approved laboratory ivc disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc, all as per requirement and direction of Engineer-in-charge. |
| 27 | Providing &Laying submersibal pump 2.5HP set including cable, Starter, support wire, ms clamp, bottam plug, coloum pipe 2\\" dia 70mtr including loaring the same as per direction of E/I |
| 28 | Power connection from UPPCL main line Including all material T&P etc required as per direction by E/I |
| 29 | Maintenance of harticulture/ arboriculture work including Including all material, Labour T&P etc complete required as per direction by E/I (for 3 yr) |
| 30 | 2. Harticulture/Arboriculture work |
| 31 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) DSR-2020 S No 2.13 |
| 32 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) DSR-2020 S No 2.14.2 |
| 33 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment) DSR-2020 S No 2.2 |
| 34 | Supplying and stacking at site dump manure, (gobar khad) from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) MR |
| 35 | Providing & stacking of neem khali as per direction by E/I MR |
| 36 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. DSR-2020 S No 2.12 |
| 37 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately) In rows 5 cm apart in both directions. DSR-2020 S No 2.34 |
| 38 | Providing & stacking of following plants & trees of height 90-120 cm in polybags of size 25cm as per direction by E/I |
| 39 | cassia fistula (Amaltas) DSR-2020 S No 7.16 |
| 40 | plumeria alba (Safed Champa) DSR-2020 S No 7.69 |
| 41 | Palm DSR-2020 S No 7.90 |
| 42 | Azadirachta Indica (Neem) DSR-2020 S No 7.50 |
| 43 | ficous bengalensis (Bargad) DSR-2020 S No 7.28 |
| 44 | Eugenia jambolana (jamun) DSR-2020 S No 7.83 |
| 45 | Bauhinia purapuria (Kachnar) DSR-2020 S No 7.8 |
| 46 | Bottle palm DSR-2020 S No 7.11 |
| 47 | Teatona grandis (teek) DSR-2020 S No 7.87 |
| 48 | Polyathia longifolia (ashok) DSR-2020 S No 7.75 |
| 49 | Duranta Golden DSR-2020 S No 6.12 |
| 50 | wedelia trilobata DSR-2020 S No 6.31 |
| 51 | cuphea chinensis DSR-2020 S No 6.10 |
| 52 | Areca plam DSR-2020 S No 3.18 |
| 53 | Chandani dwarf DSR-2020 S No 8.14 |
| 54 | 3. Boundry Wall (343 RM) work |
| 55 | Excavation in foundation in ordinary soil ( loam clay or sand) lift up to 1.50M and lead up to 30M and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer in charge up to a distance of 30M from the foundation trenches including all T&P phowarah and basket etc. complete. S.I. No -251 |
| 56 | Providing & laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 Stone ballast 40 mm nominal size) and curing complete, including cost of form work in foundation. |
| 57 | Class-150 B/W in 1:6 cement & coarse sand F.M. 1.5 to 2.0 mortar in foundation & plinth including supply of all material, labour and T&P etc complete as per direction by E/I. |
| 58 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit proportion of 1:1.5:3 in Plinth Band excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor . |
| 59 | Centering and shuttering including struting, proping etc and removal of form work for Plinth Band. |
| 60 | Class 150 brick work (115 mm thick) in 1:4 cement and Hamirpur/Banda sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. |
| 61 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit in Lintal excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor. |
| 62 | Centering and shuttering including struting, proping etc and removal of form work for Lintal. |
| 63 | 12 mm. cement plaster with in 1:6 cement and Hamirpur / Banda sand ( FM 1.5 to 2.0) mortar, single coat on fair side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No. extra for mixing any adhetive. |
| 64 | Finishing wall with two coat of apex weather coat /equivalent make exterior paint over a priming coat of water proofing cement paint on approved quality such as super snocem, durocem, super quality of approved shade on undecorated wall surface with surface prepared with white Birla / equavalent putty of approved make to give an even shade after throughly brushing the surface to remove all dirt and remain of loose powdered material and rate is inclusive of cost of all material, labour T&P and curing etc. complete as per direction of E/I. |
| 65 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level. as per S.I. No. 504 |
| 66 | Mild steel or iron work in small size such as holding down bolts, hold fast, tie rods and angle door chaukhat etc wrought to required form including drilling holes riveting or welding where necessary and their fixing required for proper completion of the work. S.I. N0.503 |
| 67 | Fixing of steel/ wooden door & chaukhats in proper position at labour rate only below 1.50 sqm. |
| 68 | Engraving lines in the plaster of outerface well vertically and horizontally to desplay the surface as stonefacing as directed by E/I, including labour and T&P etc required for proper completion of the work. Add for extra labour to all items of plaster. |
| 69 | Applying 2 coats of Superior enamel paint over one coat of primer over new steel and other metal / wood surface upto 10cm in width or girth or small articles not exceeding 0.10sqm area after and including preparing the surface by thoroughly cleaning-Oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wood. Scrapper sand papering and knotting including cost of all materials, labour T&P etc, required for proper completion of work. |
| 70 | 4. Gate work 03 Nos. |
| 71 | Excavation in foundation in ordinary soil ( loam clay or sand) lift up to 1.50M and lead up to 30M and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer in charge up to a distance of 30M from the foundation trenches including all T&P phowarah and basket etc. complete. |
| 72 | Providing & laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 Stone ballast 40 mm nominal size) and curing complete, including cost of form work in foundation. |
| 73 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit proportion of 1:1.5:3 in Raft Foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor . |
| 74 | Centering and shuttering including struting, proping etc and removal of form work for Foundations, footings, bases for columns. |
| 75 | Class-150 B/W in 1:6 cement & coarse sand F.M. 1.5 to 2.0 mortar in foundation & plinth including supply of all material, labour and T&P etc complete as per direction by E/I. |
| 76 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit proportion of 1:1.5:3 in Plinth Band excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and excluding necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor . |
| 77 | Centering and shuttering including struting, proping etc and removal of form work for Plinth Band. |
| 78 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit proportion of 1:1.5:3 in Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and excluding necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor . |
| 79 | Centering and shuttering including struting, proping etc and removal of form work for Column. |
| 80 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level. |
| 81 | 12 mm. cement plaster with in 1:6 cement and Hamirpur / Banda sand ( FM 1.5 to 2.0) mortar, single coat on fair side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No. extra for mixing any adhetive. |
| 82 | Finishing wall with two coat of apex weather coat /equivalent make exterior paint over a priming coat of water proofing cement paint on approved quality such as super snocem, durocem, super quality of approved shade on undecorated wall surface with surface prepared with white Birla / equavalent putty of approved make to give an even shade after throughly brushing the surface to remove all dirt and remain of loose powdered material and rate is inclusive of cost of all material, labour T&P and curing etc. complete as per direction of E/I. |
| 83 | Mild steel or iron work in small size such as holding down bolts, hold fast, tie rods and angle door chaukhat etc wrought to required form including drilling holes riveting or welding where necessary and their fixing required for proper completion of the work. |
| 84 | Applying 2 coats of Superior enamel paint over one coat of primer over new steel and other metal / wood surface upto 10cm in width or girth or small articles not exceeding 0.10sqm area after and including preparing the surface by thoroughly cleaning-Oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wood. Scrapper sand papering and knotting including cost of all materials, labour T&P etc, required for proper completion of work. |
| 85 | Fixing of steel/ wooden door & chaukhats in proper position at labour rate only.(LS) |
| 86 | 5. Toilet Block |
| 87 | Excavation in foundation in ordinary soil ( loam clay or sand) lift up to 1.50M and lead up to 30M and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer in charge up to a distance of 30M from the foundation trenches including all T&P phowarah and basket etc. complete. |
| 88 | Providing and Injecting chemical emulsion for pre-constructional anti termite treatment and creating and chemical varrier under and aound the coloumn pits wall, trenches, basement, excavation top surface of plinth filling junction of wall and floor along the external of the building expention joints surrounding of pipes and conduits etc complete plinth area of the building at the ground floor only shall be measured as per IS 6313 (part-II 1981) aldrine emulsifiable concrete or any other apporoved material such as hepthachlor or cholordance will be used. The rate of application 5 Lit/per sqm of chemical emulsion shall be as follows- 1- Treatment for masonary and foundation. 2- Back fill in immediate contact with foundation 7.50 Lit per sqm. 3- Treatment of top surface of plinth filling 5 Lit per sqm. 4- Treament of soil along external perimeters of building 7.50 lt/sqm. 5- Treatment of soil under apron along external perimeter 5 lit per sqm. DSR 2.35.3 |
| 89 | Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work in foundation and floors. |
| 90 | Class-150 B/W in 1:6 cement & coarse sand F.M. 1.5 to 2.0 mortar in foundation & plinth including supply of all material, labour and T&P etc complete as per direction by E/I. |
| 91 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit in Plinth Beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor . |
| 92 | Centering and shuttering including struting, proping etc and removal of form work for Plinth Band. |
| 93 | 4.00 cm thick damp proof course and cement concrete consisting of 1 part cement, 1.5 part course sand and 3 part of approved 13mm graded stone grit and including water proofing materials as ordered by engineer in charge in proportion as specified by the manufacturers. as SI No 361 |
| 94 | 15MM(1 cement : 6 coarse sand) plaster under plinth internal side |
| 95 | Class 150 brickwok (230 mm thick) in 1:6 cement and Hamirpur/Banda sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. |
| 96 | Class 150 brickwok (115 mm thick) in 1:4 cement and Hamirpur/Banda sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. |
| 97 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit in Lintel excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor . |
| 98 | Centering and shuttering including struting, proping etc and removal of form work for Lintal. |
| 99 | Providing and laying of Grade-20 R.C.C. work with cement, coarse sand of F.M. 2.20 to 3.60 and 20mm graded stone grit in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all labour material T&P etc. required for proper completion of work. Binding wire will be supplied by the contractor. |
| 100 | Centering and shuttering including struting, proping etc and removal of form work for Slab. |
| 101 | Providing and laying Brick coba 12 cm avg thickness laid with 150 class brick bats 7.5 cm thick with gap of 15 mm each, over 20 mm thick base of cement mortor 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with crylic cement concrete water proofing compound filled gap of coba and top of coba mortor mixed with water proofing compound in 1:4 cement and coarse sand mortor finished smooth and top matched false squire 30 cm x 30 cm and side wall parapet shall be monolithic plaster wall upto 30 cm higher and junction and corner rounded by brick balast cement and coarse sand masonary , coba with top finished plaster mixed with acrylic water proofing compound @ 2 % by weight including supply of all material, labour & T&P etc complete for proper completion of work. |
| 102 | Providing and laying in cement concrete 4:2:1 of not less than strength of M-15 ( 4 stone ballast 20mm nominal size:2 approved coarse sand : 1 cement and curing complete as per directions of E/I. |
| 103 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level. as per S.I. No. 504 |
| 104 | 12 mm. cement plaster with in 1:6 cement and Hamirpur / Banda sand ( FM 1.5 to 2.0) mortar, single coat on fair side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No. extra for mixing any additive. Exterior wall(fair side) |
| 105 | 12 mm. cement plaster with in 1:6 cement and Hamirpur / Banda sand ( FM 1.5 to 2.0) mortar, single coat on fair side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. in girth and finished even and smooth. No. extra for mixing any additive. On Internal wall(Rough side) |
| 106 | Ceiling Plaster 1:3 (1 cement : 3 coarse sand) complete with all respect as per direction of E/I. |
| 107 | Providing and fixing of 18mm thick gang saw cut, mirror polished, premoulded and pre polished, machine cut for kitchen plateform, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curring, moulding and polishing to edges to give high gloss finish etc. complete at all levels.(Area of slab over 0.50sqm) Rate as per 10/1/8.2.2.2 |
| 108 | Supply and laying ( white /coloured ) Kazaria wall tiles ( Kazaria / Romano or other approved make by E/I. ) over 20 mm thick base of cement mortor of 1:4 (1 cement : 4 Coarse sand) laid and jointed with white cement (with pigment) slurry including rubbing and polishing complete over wall. |
| 109 | Supply and laying ( white /coloured ) Kazaria floor tiles ( Kazaria / Romano or other approved make by E/I) over 20 mm thick base of cement mortor of 1:4 (1 cement : 4 Coarse sand) laid and jointed with white cement with pigment, rubbing and polishing complete over 8 cm thick 1:4:8 ( 1 cement, : 4 coarse sand FM 2.2 to 3.6 and : 8 stone ballast size 40mm gauge and ( Base concrete shall be paid separatly). 300x300 mm |
| 110 | Supply and Fixing of 300x300mm chequred Tiles with over 20 mm thick base of cement mortor of 1:4 (1 cement : 4 Coarse sand) laid and jointed with white cement with pigment, rubbing and polishing complete over 8 cm thick 1:4:8 ( 1 cement, : 4 coarse sand FM 2.2 to 3.6 and : 8 stone ballast size 40mm gauge and ( Base concrete shall be paid separatly). 300x300 mm |
| 111 | Finishing wall with two coat of apex weather coat /equivalent make exterior paint over a priming coat of water proofing cement paint on approved quality such as super snocem, durocem, super quality of approved shade on undecorated wall surface with surface prepared with white Birla / equavalent putty of approved make to give an even shade after throughly brushing the surface to remove all dirt and remain of loose powdered material and rate is inclusive of cost of all material, labour T&P and curing etc. complete as per direction of E/I. |
| 112 | Finishing wall with two coat of Distemper coat /equivalent make exterior paint over a priming coat of water proofing cement paint on approved quality such as super snocem, durocem, super quality of approved shade on undecorated wall surface with surface prepared with white Birla / equavalent putty of approved make to give an even shade after throughly brushing the surface to remove all dirt and remain of loose powdered material and rate is inclusive of cost of all material, labour T&P and curing etc. complete as per direction of E/I. |
| 113 | Supply and fixing of 30mm thick flush door shutters including fixing of wooden cleats & stoppers and including supply and fixing and adjustment of hinges, oxidized iron fittings as sliding/tower bolts, locks, handles, springs fitting with necessary screws exclusive of cost of door fittings. ( sample will be approved by E/I.) DSR 19.21 |
| 114 | Mild steel or iron work in small size such as holding down bolts, hold fast, tie rods and angle door chaukhat etc wrought to required form including drilling holes riveting or welding where necessary and their fixing required for proper completion of the work. |
| 115 | Supplying and fixing of M S Z section window/Gate shutter complete as per design |
| 116 | Making plinth protection 50mm thick of cement concrete 1:3:6( 1 cement : 3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation, levelling and dressing and finishing the tao smooth. |
| 117 | Supply and Fixing of 110 mm (OD) dia 6 Kg/Sqr Cm PVC ISI marked Phenolex and or other approved quality complete with rose, bend , ms clamp 25mm x3.0 mm of approved design fixed in wall and including repair of plasters, points if damaged during fixing of pipe. ( SI No. 730) |
| 118 | Applying 2 coats of Superior enamel paint over one coat of primer over new steel and other metal / wood surface upto 10cm in width or girth or small articles not exceeding 0.10sqm area after and including preparing the surface by thoroughly cleaning-Oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wood. Scrapper sand papering and knotting including cost of all materials, labour T&P etc, required for proper completion of work. |
| 119 | Supply and fixing of 3.5 mm to 4.70 mm thick glass pans (saint Gobian, Modi Guard, IAG etc) ISI marked quality as approved by E/I. The rates included cost of necessary wooden bidding (teak wood) nail and spring or putty for fixing including supply of all material, labour T&P etc. complete. DSR 10.30 |
| 120 | Fixing of steel/ wooden door & chaukhats in proper position at labour rate only Above 1.50 sqm |
| 121 | Same as above item no. 37 but below 1.5 sqm |
| 122 | Supply & fixing of hexagonal fan box with hexagonal side of approximate in 80 mm in length fabricated from 16 SWG MS sheet in corporating 10 mm dia M.S. round bar duly bend for supporing fan hangers duly painted red oxide and screwing arrangement with wiring conduit laid in RCC roof before concreting along with supply of all material labour T&P etc. required for proper completion of the work. SOR elec 1149 |
| 123 | Engraving lines in the plaster of outerface well vertically and horizontally to desplay the surface as stonefacing as directed by E/I, including labour and T&P etc required for proper completion of the work. Add for extra labour to all items of plaster. |
| 124 | Water Supply & Saintary fittings |
| 125 | Providing and fixing of 15 mm dia B class CPVC Pipe concealed in wall and floor (Approved Make by E/I)) with CPVC fittings (band, socket, elbow, Tee, long screw, nipple etc ISI marked and clamps including making good the damage in wall ceiling and floor including supply of all material, labour & T&P etc Complete as per directions of E/I |
| 126 | Same as above item but for 20 mm CPBC Pipe |
| 127 | Same as above item but for 32 mm CPBC Pipe |
| 128 | Making water connection of 32mm dia from exisiting PVC/DI Pipe line 100mm to 300mm dia running main including MS Clamp with nut bolt and rubber packing with MTA with brass insert and CPVC elbow and socket including cost of all material labour T &P and also including excavation of earth making pits and bailing out water and also refling pits as per direction of E/I. |
| 129 | Carting of following dia R.C.C. S&S pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes. |
| 130 | Supply and fixing of PVC SWR ring fit (as per IS 13592 with latest amedments) type-A) phenolex prince suprime make soil waste and vent pipe dia 110 mm (OD) complete with all necessary fittings such as band, collor, socket, elbow Tee etc) complete for proper completion of the work as per direction of the E/I. |
| 131 | Supply and fixing of PVC SWR ring fit (as per IS 13592 with latest amedments type-A) phenolex prince suprime make soil waste and vent pipe dia 75 mm (OD) complete with all necessary fittings such as band, collor, socket, elbow Tee etc) complete for proper completion of the work as per direction of the E/I. |
| 132 | Supply and fixing of SWR phenolex prince suprime make nahani trap 100 mm x 75 mm embeded in cement oncrete 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size) including supply of allmaterial, labour T&P etc. complete as per direction of E/I. |
| 133 | Making House connecting chamber size 600mm x600mm x600 mm with class 150 B/W in 1:6 cement and coarse sandmorter base concrete 1:6:12 (1 cement : 6 coarse sand : 12 Brick ballast 40 mm size) plaster in 1:3 cement and coarse sand morter with neat finished and cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including CI cover heavy duty cover and frame weitht not less than 15 kg) including cost of all material, labour T&P etc required for proper completion of the work. |
| 134 | Supply and fixing of ISI mark parrywater/Jonshon/Cerra make Orrisa pattern WC pan size 580x440 mm of approved quality including 10 lit. capacity low level PVC Cistern with all accessories. The rate is inclusive of supply and fixing of WC pan-1 no, low level cistern PVC 10 lit capacity-1 No, SWR P-trap-1 No, Flush pipe 30 mm dia PVC (of approved make- 1 No,) PVC connection of heavy duty (appropriate length) and fixing is to done in cement concrete 1:2:4 (1 cement, 2 coarse sand :4 stone grit 20 mm size) along with all other consumables necessary for fixing etc. complete required for proper completion of the work as per direction of E/I. DSR 17.1 |
| 135 | Proding and fixing range of three white vitreous china flat back half stall urinal of size 580x380x350mm with 10 Ltr white PVC automatic flushing cistern with fittings standerd size C.P. brass flush pipe, spreders with unions and clamps (all in CP brass) with waste fittings as per IS 2556, CI trap with outlet grating and other coupling in CP brass, including painting of fittings and cuttings and making good the walls and floors wherever required. |
| 136 | Providing and fixing of white vitreous china wash basin size 630x450mm with a single 15mm C.P. brass piller taps 32mm C.P. brass waste of standerd pattern, including painting of fittings and brackets, cutting and making good the wall wherever required complete all as direction of E/I. |
| 137 | Providing and fixing of CP BRASS waste jali dia 125 mm as per directions of E/I |
| 138 | Supplying and fixing of 20 mm dia Heavy Duty Gate Valve I.S.I. marked as per directions of E/I |
| 139 | Supplying and fixing of 32 mm dia Heavy Duty Gate Valve I.S.I. marked as per directions of E/I |
| 140 | PVC connection pipe of heavy duty (appropriate length) |
| 141 | Supplying and fixing PVC float valve with Brass rod as per direction of E/I. |
| 142 | Supplying and fixing of CP Brass Bib Cock ( 15 mm dia ) Heavy Duty Long body of approved make as per directions of E/I |
| 143 | Supplying and fixing of CP Brass Bib Cock ( 15 mm dia ) Heavy Duty short body of approved make as per directions of E/I |
| 144 | Supplying and fixing of CP angle valve (15mm dia) heavy duty of approved make as per directions of E/I |
| 145 | Providing and fixing 600x400mm beveled edge mirror of superior glass of approved quality complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 146 | Making House connecting chamber size 900mm x900 mm x1.00 mm with class 150 B/W in 1:6 cement and coarse sandmorter base concrete 1:6:12 (1 cement : 6 coarse sand : 12 Brick ballast 40 mm size) plaster in 1:3 cement and coarse sand morter with neat finished and cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone grit 20 mm size in floor and cunet including 100mm thick RCC cover including cost of all material, labour T&P etc required for proper completion of the work. |
| 147 | Making sewer connection |
| 148 | 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. |
| 149 | Electrical Work |
| 150 | Wiring point for light 1.5 Sqmm FR PVC insulated multistrand single core copper conductor cable in PVC Condult pipe party concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 Sqmm. FRLSH PVC insulted multistrand copper conductor cable as earth wire plano type switch and celling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc complete in all respect as directed including matching colour wash. (UP PWD SOR-2018 SI. No. 138C |
| 151 | Wiring point for Fan/fresh air fan (light duty exhaust fan) with 1.5 sqmm FRLSH PVC insulated multistrand single core copper conductor cable in PVC consuit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 Sqmm FRLSH PVC insulted multistrand copper consductor cable as earth wire plano type switch and ceiling rose on 3mm thick phenolic laminated backelite sheet etc complete in all respect including matching colour wash. (UP PWD SOR-2018 SI.NO. 140C) |
| 152 | Wiring point for plug with 1.5 Sqmm FRLSH PVC insulated multistrand single core copper conductor cable in PVC condult pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 1.5 Sqmm FRLSH PVC insulted multistrand copper conductor cable as earth wire drawn inside the conduit and piano type switch and socket etc. complete in all respect including matching colour wash. (UP PWD SOR-2018 SI. No. 141c). |
| 153 | Supply and fixing of power plug with 15A/250 volt Flush type switch and 5 pin 15A/250V fliush type universal socket in suitable M.S. box of 175mmx100mmx50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. UPPWD SOR-2018 SI. No. 1139. |
| 154 | Supply & wiring of submain with two no 2.50 sqmm FRLSH PVC insulated 1100v grade multistrand single core copper conductor as earth continuity wire including matching colour was etc. complete in all respect (UP PWD SOR-2018 SI. No. 1304C) |
| 155 | Supply & wiring of submain with two no 4.0 sqmm FRLSH PVC INSULATED 1100V grade multistrand single core copper conductor cable in 20mm dia heavyduty (2 mm thick) PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting with one no 2.5 sqmm FRLSH PVC insulated 1100V grade multistrand single core copper consductor as earth continuity wire drawn in conduit including matching colour wash etc. complete in all respect (UP PWD SOR-2018 SI. No. 221 C) |
| 156 | Supply & wiring of submain with two no 6.0 sqmm FRLSH PVC INSULATED 1100V grade multistrand single core copper conductor cable in 20mm dia heavyduty (2 mm thick) PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting with one no 4.00 sqmm FRLSH PVC insulated 1100V grade multistrand single core copper consductor as earth continuity wire drawn in conduit including matching colour wash etc. complete in all respect (UP PWD SOR-2018 SI. No. 222 C) |
| 157 | S/F of Fan box cover of 3mm thick bakelight sheet of hexagonal/round shape on existing fan box complete in all respect direction of E/I (M/R) |
| 158 | S/F round bakelite AI/PVC Junction Box cover on existing junction Box complete in all respect as per direction of E/I (M/R) |
| 159 | Supply and Burring of 600mmX600mmX6mm G.I. plate vertically for earthing with its top at least 3 meters below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG GI wire in 15mm dia GI pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30 cm square CI frame with hinged cover masonary housing alternate layers of charcoal/coke and salt at least 150 mm thick alround etc. as per directions of Engineer-in-charge compete in all respect. |
| 160 | S/F of electronic fan regulator 120-280V ISI marked, on the existing switch board including making connections, required material, labour T & P etc. for proper completion of work to the satisfaction of Engineer in charge of work. |
| 161 | S/F of two number 8 SWG GI wire in 15mm dia. GI Pipe for earthing laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P and other material required for proper completion of the work as directed at site. |
| 162 | S/F surface/flush mounting 8 ways SPN distribution board without additional metal door with 4 Nos. 6A to 32A MCB and 1 No. 40A DP Isolator complete in all respect as directed by Engineer incharge. SI. No. 1002. 1005A, 1024 CAT B |
| 163 | S/F surface/flush mounting 4 ways SPN distribution board without additional metal door with 1 Nos. 6A to 32A MCB and 1 No. 40A DP Isolator complete in all respect as directed by Engineer incharge. SI. No. 1002. 1005A, 1022 CAT B |
| 164 | 6. Road work |
| 165 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3, MORD-302 (3.5) II SI 16/Ch. 25 |
| 166 | Providing and laying spreading and compacting graded stone agreegatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density (MORT&H) SPECIFICATION N0 406 |
| 167 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work as directed by Engineer-in- charge. as per technical specification clause 1504, S.I. No MORD 1500 (6.7 + Cost of sand = 980.00+(0.05cum @ 1027 = 51.35) = 1031.55 |
| 168 | Providing and applying primer coat with 60/70bitumen emulsion on prepared surface of granuler base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechnical means.including supply of all materials, labour and T&P etc. required to proper completion of the work as per Morth clause 502. |
| 169 | Providing and laying of bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 @ 5.40-5.60 per cent weight of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 509 complete in all respects |
| 170 | Providing & applying tack coat with 10 VG bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg/ sqm on the prepared bituminous/granular surface cleaned with mechnical broom.including supply of all materials, labour and T&P etc .required to proper completion of the work as per Morth clause 503. |
| 171 | Providing & laying 25 mm thick compacted S.D.B.C. with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder,@ 5.00 % weight of total mix and filler transporting the hot mix to work site, Laying with hydrostatic paver finisher with sensor controller to required grade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of MORT & H section-504 |
| 172 | Disposal of extra earth/dismantled material within 8km distance.including loading , unloading & cartage as per direcion by E/I. Please Enable Macros to View BoQ information |
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