Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | EARTH WORK |
| 2 | Fine dressing of the ground. |
| 3 | GRASS WORK |
| 4 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 5 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 6 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 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 earth shall be paid for separately). |
| 7 | In rows 5 cm apart in both directions |
| 8 | With Grass Turf |
| 9 | Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (The manure/sludge shall be paid for separately). |
| 10 | TREES |
| 11 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 12 | 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) : |
| 13 | Holes 1.2 m dia and 1.2 m deep |
| 14 | SHRUBS |
| 15 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 16 | 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) : |
| 17 | Holes 60 cm dia, and 60 cm deep |
| 18 | SWEET EARTH |
| 19 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 20 | MANURE |
| 21 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : |
| 22 | Screened through sieve of I.S. designation 20 mm |
| 23 | SITE PREPARATION |
| 24 | Site preparation by tractor impliments |
| 25 | Hire and running charges of tipper |
| 26 | Hire and running charges of loader |
| 27 | Tractor with ripper attachment |
| 28 | Tractor with trolley |
| 29 | ANTI TERMITE |
| 30 | Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 31 | TREE GUARD |
| 32 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. |
| 33 | Supplying at site including all cartage, leads and lifts, loading and unloading , transport and all taxes and duties, planting below mentioned best quality container- grown healthy trees of species as specified. All trees to be approved before planting.(Inclussive maintenance for ONE year after planting and handing over.) |
| 34 | Delonix regia (Minimum 1500mm-1650 mm height |
| 35 | Peltoforum ferruginum (Minimum 1500mm- 1650mm height@2500mmc/c) |
| 36 | Mimosops elengi (Minimum 1800mm-1950mm height@2500mmc/c) |
| 37 | Polyalthia longifolia (Minimum 1800mm-1950mm height@2500mmc/c) |
| 38 | Mangifera indica (600mm to 7500mm) |
| 39 | Citrus spp. (Orange, Mosambi, Lemon, Grape fruit) (900mm to 1200mm) |
| 40 | Syzygium cumini (1500mm to 1650mm) |
| 41 | SHRUB |
| 42 | Supplying at site includding all cartage, leads and lifts, loading and unloading , transport and all taxes and duties, planting below mentioned best quality container- grown healthy shrubs of species as specified. All trees to be approved before planting.(Inclussive maintenance for ONE year after planting and handing over.) |
| 43 | Hamelia patens (Minimum 600mm-750mm height) |
| 44 | Clerodendron Inerme (Minimum250mm- 300mm height) |
| 45 | Jasminum humile (Minimum 300mm- 450mm height) |
| 46 | GROUND COVER |
| 47 | Supplying at site includding all cartage, leads and lifts, loading and unloading , transport and all taxes and duties, planting below mentioned best quality container- grown healthy shrubs of species as specified. All trees to be approved before planting.(Inclussive maintenance for ONE year after planting and handing over.) |
| 48 | Iresine herbestii (200mm-300mm) |
| 49 | Duranta golden (150mm-200mm) |
| 50 | Ficus long island (1200mm-1500mm) |
| 51 | LAWN CARPET |
| 52 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 53 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge |
| 54 | Boundary Wall Work |
| 55 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 56 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 57 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)SOR (5.1.2) |
| 58 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)SOR (5.2.2) |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 61 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 62 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. |
| 63 | 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 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 64 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in superstructure below plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 65 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 66 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 67 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 68 | Add for plaster drip course/ groove in plastered surface or moulding to r.c.c. projections. |
| 69 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 70 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work. |
| 71 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 72 | EARTH WORKS |
| 73 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift |
| 74 | CONCRETE WORKS |
| 75 | Providing and laying Cement concrete 1:3:6 (1 cement ; 3 Coarse sand : 6 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation & floors. |
| 76 | REINFORCED CEMENT CONCRETE WORK |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 78 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 79 | Mild steel or iron in plain work shch as reinforced concrete or reinforced brick work (when not included in over all rate) wrought to required shap as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. |
| 80 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. |
| 81 | (Note :- Cement content considered in this item is @ 330 kg/Cum is recoverable seprate . Where as excess cement required as per approved design make is not paid. |
| 82 | All works upto plinth level. |
| 83 | STEEL WORK |
| 84 | 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. |
| 85 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 86 | FINISHING WORKS |
| 87 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. |
| 88 | On steel work |
| 89 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc |
| 90 | chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge. |
| 91 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 92 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 93 | Cautionary /warning sign boards of rectangular shape having each side of 750x600 mm with support length of 3650 mm |
| 94 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. |
| 95 | The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer- ncharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 96 | Overhead informatory road signage |
| 97 | PROPOSED POND EXCAVATION |
| 98 | EARTH WORK |
| 99 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil DSR(2.8.1) |
| 100 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc.,lead upto 50 m and for all lift : |
| 101 | PROPOSED POND TOE WALL |
| 102 | PILE WORK |
| 103 | 20.3 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 20.3.1 300 mm dia piles |
| 104 | EARTH WORK |
| 105 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil SOR (2.8.1) |
| 106 | CEMENT CONCRETE WORK |
| 107 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)SOR(4.1.8) |
| 108 | R.C.C. WORK |
| 109 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. DSR(5.33) 'Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 110 | All works upto Plinth level SOR (5.33.2) |
| 111 | Centering and shuttering including strutting, propping etc. and removal of formSOR(5.9) |
| 112 | Foundations, footings, Walls(any thickness), etc. SOR(5.9.2) |
| 113 | STEEL WORK |
| 114 | Mild steel or iron in reinforced cement concrete required shape as necessary including bending and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level for proper completion of the work. ( Over all Rate ) DSR 5.22.6 |
| 115 | Thermo mechanically treated bars ( Fe 550 ) confirming to IS 1786 - 1985. |
| 116 | RAILING WORK |
| 117 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. DSR 10.26 |
| 118 | M.S. tube. 10.26.1 |
| 119 | PAINTING WORK |
| 120 | Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works+ With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 121 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 122 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 123 | 300 mm dia Ductile Iron Class K-7 pipes |
| 124 | 300 mm diameter (sluice valve) |
| 125 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1) cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design: |
| 126 | b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame |
| 127 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 128 | Filling of Carted earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. |
| 129 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 130 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 131 | Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete. |
| 132 | (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm |
| 133 | (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) |
| 134 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 135 | Upto plinth level |
| 136 | (ii) R.C.C. work in Plinth Beam |
| 137 | Above plinth to floor-V lvl |
| 138 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 139 | (i) R.C.C. work in Lintel |
| 140 | (ii) R.C.C. work in Beam |
| 141 | (iv) R.C.C. work in Slab |
| 142 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 143 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 144 | Edges of slabs and breaks in floors and walls Under 20 cm wide. |
| 145 | M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 146 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 147 | M-150 brick work in 1:4 in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) |
| 148 | Half brick masonary with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level Cement mortar 1:4 (1 cement :4 coarse sand) |
| 149 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 150 | P/F Fe-500 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all 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 authorised over lapping shall be measured upto floor two level. |
| 151 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. |
| 152 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand |
| 153 | Ground Floor |
| 154 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. |
| 155 | Ground Floor |
| 156 | 6mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor two level. |
| 157 | Ground Floor |
| 158 | Supply and fixing 6 mm China white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). |
| 159 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25mm thick floor).(614.20*25/40) |
| 160 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 161 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : |
| 162 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 163 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. |
| 164 | Fabrication of hold fast for door, chaukhats and windows. |
| 165 | Providing & fixing of door / windows grill. |
| 166 | Z-Section steel windows with Openable panels, excluding Glass panes. |
| 167 | Angle iron chaukhat (40x40x5) |
| 168 | Providing and fixing factory made single extruded WPC (WoodPolymer Composite) solid plain flush door shutter of required sizecomprising of virgin polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheathusk) and non toxic additives (maximum toxicity index of 12 for 100gms) having minimum density of 650 kg/cum and screw withdrawalstrength of 1800 N (Face) & 900 N (Edge), minimum compressivestrength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistanceto spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing withstainless steel butt hinges of required size with necessary full bodythreaded star headed counter sunk S.S screws, all as per directionof Engineer-In- Charge. (Note: stainless steel butt hinges andnecessary S.S screws shall be paid separately)30 mm thick |
| 169 | Providing and fixing factory made single extruded WPC (WoodPolymer Composite) solid or/window/Ceosetory windows & otherFrames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension rade), calcium carbonate and natural fibers (woodpowder/ rice husk/wheat husk) and non toxic additives maximumtoxicity index of 12 for 100 gms) fabricated with miter joints afterapplying PVC solvent cement and crewed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),minimum compressive strength of 58 N/mm2, modulus of lasticity900 N/mm2 and resistance to spread of flame of Class A categorywith property of being termite/borer proof, water/moisture proof andfire retardant and fixed in position with M.S hold fast/lugs/SS dashfasteners of required dia and length complete as per direction ofEngineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shallbe paid for separatelyFrame size 45 x 70 mm |
| 170 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or morecoat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture |
| 171 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 172 | Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. |
| 173 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 174 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 175 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above |
| 176 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. comp (a) 250mm x 16mm. |
| 177 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete |
| 178 | 250 x 10 mm |
| 179 | 200 x 10mm |
| 180 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (a) 125 mm. |
| 181 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes |
| 182 | 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. |
| 183 | Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints.200 mm wide. |
| 184 | SEWER LINE 300 MM DIA |
| 185 | Earth work in excavation in trenches up to 1.5 m depth including dressing of sides and ramming of bottoms, complete as per CPWD DSR and direction of Engineer-in-Charge. |
| 186 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 187 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 19.35.1 450 mm dia RCC pipes. |
| 188 | Filling available excavated earth in trenches including watering and consolidation, complete as per CPWD DSR and direction of Engineer-in-Charge. |
| 189 | Earth work in excavation for inspection chambers complete as per CPWD DSR and direction of Engineer-in-Charge. |
| 190 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 191 | Providing 12 mm thick cement plaster inside inspection chambers in CM 1:3 complete as per CPWD DSR and direction of Engineer-in-Charge. |
| 192 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 193 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 194 | Supplying and fixing C.I. cover without frame for manholes :19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 195 | (TOILET BLOCK PLUMBING WORKS) |
| 196 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 197 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 198 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required |
| 199 | W.C. pan with ISI marked white plastic seat and lid |
| 200 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 201 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. |
| 202 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 203 | Semi rigid pipe |
| 204 | a) 32mm dia |
| 205 | b) 40mm dia |
| 206 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 207 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. |
| 208 | 110mm diameter |
| 209 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. |
| 210 | 110 mm Bend |
| 211 | Shoe (Plain) |
| 212 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 213 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 214 | 110mm |
| 215 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 216 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m 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. |
| 217 | internal work -Exposed on wall |
| 218 | 20mm dia nominal outer dia pipes |
| 219 | 25mm dia nominal outer dia pipes |
| 220 | 32mm dia nominal outer dia pipes |
| 221 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. |
| 222 | Concealed work including cutting chases and making good the walls etc. |
| 223 | 15mm dia nominal outer dia pipes |
| 224 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. |
| 225 | 15mm nominal bore |
| 226 | Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 |
| 227 | 15mm nominal bore |
| 228 | Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 229 | 15mm nominal bore |
| 230 | Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 |
| 231 | 15mm nominal bore |
| 232 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 233 | 25 mm nominal bore |
| 234 | Providing and fixing gun metal gate valve with wheel of approved quality. |
| 235 | 25mm dia nominal bore |
| 236 | 32mm dia nominal bore |
| 237 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 238 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, |
| 239 | in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. |
| 240 | Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. |
| 241 | Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 242 | 100mm diameter |
| 243 | 150mm diameter |
| 244 | 200mm diameter |
| 245 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 246 | 100mm diameter S.W. Pipe |
| 247 | 150mm diameter S.W. Pipe |
| 248 | 200mm diameter S.W. Pipe |
| 249 | Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design: |
| 250 | 150 x 100 mm. size P type |
| 251 | With Sewer bricks conforming to IS : 4885 |
| 252 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design |
| 253 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 254 | With FPS bricks of class designation 75 |
| 255 | (i) For Sewer Line |
| 256 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design |
| 257 | With 20x20 mm square bar |
| 258 | NON - SCHEDULED ITEMS (AS PER MARKET RATES) |
| 259 | Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work. |
| 260 | 75 mm O.D. |
| 261 | 110 mm O.D. |
| 262 | Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. |
| 263 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. |
| 264 | Size 110 mm |
| 265 | Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 |
| 266 | 75x75x75 mm size |
| 267 | 110x110x110 mm size |
| 268 | Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 |
| 269 | 75 mm size |
| 270 | 110 mm size |
| 271 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular type switch, modular plate, suitable size G.I. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. |
| 272 | Group C |
| 273 | Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. |
| 274 | 2X1.5 sqmm + 1x1.5 sqmm earth wire |
| 275 | 2X2.5 sqmm + 1x 2.5 sqmm earth wire |
| 276 | 2X4.0 sqmm + 1x 4.0 sqmm earth wire |
| 277 | Supply and fixing of following size of PVC conduit alongwith the accessories in recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required: |
| 278 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 279 | Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required. |
| 280 | 1 or 2 module(75mm X 75 mm ) |
| 281 | Supplying and fixing 3 pin 5 A ceiling rose on the existing junction box/woodedn block including connectionetc. as required. |
| 282 | Numbering of ceiling fan/ exhaust fan/ fluorescent fittings as required. |
| 283 | Installation of exhaust fan in the existing opening, including making good the damage, connections, testing, commissioning etc. as required. |
| 284 | upto 450 mm sweep. |
| 285 | Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. |
| 286 | Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, `C` curve including connections, painting etc. as required. |
| 287 | Supplying and fixing following way, Horizontal type three pole and neutral MCB distribution board, 415 volts on surface /recess complete with , tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). |
| 288 | 6 way (4 + 18), Double door |
| 289 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' series, miniature circuit breaker (MCB) suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 290 | Single Pole |
| 291 | Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. |
| 292 | Supply and fixing following rateing four pole, 415 V, isolator in the existing existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 293 | PART B - NON - SCHEDULED ITEMS (AS PER MARKET RATES) |
| 294 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. |
| 295 | 16 sqmm 4 core |
| 296 | Supply & fixing of 7/9 W LED BULB complete in all respect. |
| 297 | Supply of AC 230/250 Volts, 50 Hz 55w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required.-Make: Havells-STANDARD -Refresh Air-SPS |
| 298 | 300mm sweep. |
| 299 | BORE WELL, RO PLANT FOR DRINKING WATER, INTERNAL RAIN WATER DRAINAGE WORK |
| 300 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata 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, upto 90 metre depth below ground level. |
| 301 | All types of soil |
| 302 | 400 mm dia |
| 303 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata 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, beyond 90 metre & upto 150 metre depth below ground level. |
| 304 | All types of soil |
| 305 | 400 mm dia |
| 306 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. |
| 307 | 200 mm nominal size dia having minimum wall thickness 5.00 mm. |
| 308 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. |
| 309 | 150 mm nominal size dia |
| 310 | Providing and fixing in 200X150 ERW Pipe Reducer including fittings complete. |
| 311 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: |
| 312 | 200mm nominal size dia |
| 313 | Providing and fixing M.S. clamp of required dia made of 100 x10 mm flat to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts and nuts ofrequired size complete. |
| 314 | 150mm nominal size dia |
| 315 | 200mm nominal size dia |
| 316 | Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 317 | 150mm nominal size dia |
| 318 | 200mm nominal size dia |
| 319 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 320 | Development of tube well in accordance with IS : 2800 (part I) 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 method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 321 | Providing and fixing 80 dia G.I. column pipes complete with G.I. fittings including trenching and refilling etc. |
| 322 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 323 | 80 mm dia |
| 324 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) |
| 325 | 80 mm dia |
| 326 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) : |
| 327 | 80 mm dia |
| 328 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 329 | 80 mm dia |
| 330 | Submersible Pump include the rate of electrical control panels complete with all accessories &controls, all Electrical/Mechanical items as required to operate the system automatic/manual. |
| 331 | c) Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of water supply pumps, Submersible Sump Pumps, to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided.Domestic water pumps must start at low water level in under ground domestic water tank & stop at high level in that water tank. Dry running protection shall be provided for all the pumps.Sequencing shall be provided for each set of pumps. |
| 332 | Supplying & Installation of (600 lpm and 90 mtr head) submersible pump with starter and cable (L&T or BCH make) etc of approved make, and all accessories complete as per requirement of site. |
| 333 | RO Plant & Drinking Fountain |
| 334 | RO Plant 250 LPH (Liter per hour) |
| 335 | PLANT CAPACITY - 250 LPHTreated Water QualityTurbidity : <1NTUpH : 6.5-7.0Chlorides : < 10 ppmSulphates : < 5 ppmTDS : < 150 ppm |
| 336 | 500L STORAGE TANK AND DRINKING FOUNTAIN |
| 337 | Supply installation, testing and commissioning of water cooler Cooling Capacity150Ltrs. / Hrs.,Storage Capacity 150 Ltrs |
| 338 | C ) INTERNAL RAIN WATER DRAINAGE WORK |
| 339 | Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. |
| 340 | 110 mm |
| 341 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. |
| 342 | Coupler |
| 343 | 110 mm |
| 344 | Single tee without door |
| 345 | 110x110x110 |
| 346 | Bend 87.5 degree |
| 347 | 110 mm Bend |
| 348 | Shoe (Plain) |
| 349 | 110 mm Shoe |
| 350 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : |
| 351 | 100 mm |
| 352 | 150 mm |
| 353 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 354 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin- charge. 2.6.1 All kinds of soil |
| 355 | Over burnt brick ballast +10% c.p. |
| 356 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 357 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 358 | Neat cement punning |
| 359 | SECTION D –IRRIGATION SYSTEM (Plant Watering) |
| 360 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 25 mm dia nominal bore |
| 361 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :18.26.1 Up to 300 mm dia |
| 362 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 363 | Excavation for storm water drainage trenches complete as per directions of Engineer-in-Charge |
| 364 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 365 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 25 mm dia nominal bore |
| 366 | PATH WORK AND EXTERNAL DRAIN |
| 367 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.uppwd sor23-24 (2.25a+2.25c) |
| 368 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres .DSR(Analysis) |
| 369 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete.1:12:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) UPPWD SOR 23-24 4.6.1 |
| 370 | E/W in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead. (SOR 2023-24 2.6) |
| 371 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (SOR 2023-24 4.1.8) |
| 372 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)SOR (5.1.2) |
| 373 | Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering,finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 374 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 375 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 376 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. |
| 377 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B. |
| 378 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 379 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 380 | GATE WORK |
| 381 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 382 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR(2.25) ,same as item no -1 |
| 383 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 384 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)SOR (5.1.2) |
| 385 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)SOR (5.1.2) |
| 386 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 387 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 388 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 389 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. |
| 390 | 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 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 391 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 392 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 393 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 394 | 15mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) for outer |
| 395 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 396 | Providing and applying anti-termite treatment to soil under foundations, plinth, at junction of wall and floor, along the external perimeter of the building, including drilling holes at 300 mm centre-to-centre and injecting approved chemical emulsion (chlorpyrifos / imidacloprid or equivalent) as per IS:6313 (Part-II), complete as per directions of Engineer-in-Charge |
| 397 | Providing and laying vitrified floor tiles of approved make and shade, size up to 600×600 mm (or as approved), thickness not less than 8 mm, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigment, complete as per drawings and directions of Engineer-in-Charge |
| 398 | Providing and fixing vitrified tile skirting of approved make and shade, height up to 100 mm, thickness not less than 8 mm, laid with cement mortar 1:4, including finishing and grouting the joints complete. |
| 399 | Providing and fixing aluminium work for windows with extruded built-up standard tubular sections / appropriate Z-sections and other sections of approved make conforming to IS:733 and IS:1285, including necessary filling up of gaps at junctions, at top, bottom and sides with EPDM rubber / neoprene gaskets, aluminium snap beading, glazing clips, screws, etc., all complete as per drawings and directions of Engineer-in-Charge. |
| 400 | Providing and fixing aluminium glazed door complete with frame & shutter, powder-coated finish, including all fittings and accessories, |
| 401 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 402 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 403 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 404 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : |
| 405 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. |
| 406 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ 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 37x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending. |
| 407 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. |
| 408 | Miscellaneous Work |
| 409 | SECTION A – CHILDREN PLAY EQUIPMENT |
| 410 | Supply and Installation of Kids Play Equipment in position inclduing RCC work, Fabrication etc. all complete as specified and as directed by the E/I. |
| 411 | Sea-Saw Two Seater |
| 412 | Jumping Animals |
| 413 | SECTION B – OPEN GYM EQUIPMENT |
| 414 | Supply and Installation of outdoor Gym Equipment in position inclduing RCC work, Fabrication etc. all complete as specified and as directed by the E/I. |
| 415 | Standing-Seating Pendulam Twister |
| 416 | Sky Walker |
| 417 | Butterfly Muscle Gain |
| 418 | Air Walker |
| 419 | SECTION C – PARK FURNITURE / UTILITIES |
| 420 | Providing and fixing 3 seater garden cast iron bench |
| 421 | Supply and fixing of dustbin in location including ss frame of dustbin, assembling, cement concret works all complete as per direction of engineer incharge |
| 422 | SECTION D – FIRE EXTINGUISHERS |
| 423 | Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 424 | Capacity 4 kg. IS 15683 |
| 425 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 426 | Capacity 4.5 kg. I.S.I. Marked. |
| 427 | Electrical Work |
| 428 | Part(A) |
| 429 | S/F of 12.5 Mtr High mast shaft of approved make with rising system hot dip galvanized inside & outside dip, heaving pole sheet thickness 3mm. Top dia minimum 150mm, Bottom dia 310 mm base plate 25mm 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 6mm dia, double drum winch, including making suitable foundation as per manufacture drawing/site requirement along with foundation bolts nuts, washers anchor plates etc complete in all respect as per direction of Engineer-in-charge. SI. No. 651/18.Make: utkarsh, Cromton, Bajaj, Philips. |
| 430 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN ACB(65 KA, 4Pole Elect draw out, Micor processer Release IPR2) and TPN MCCB's (Four Pole 36 KA with thermal magnatic release) Switches and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, istrument fuses, current transormer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches entry boxes shall be complete with suitable cable end boxes reverse.The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above Will be provided with Amp Metre, current transfonners and selector switches etc and insurtrment fuse. The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6 mm/2mm. Cubicle type switch board shall be of cat A & B Only.S.No 821/2018 |
| 431 | Incoming 630 Amp/450Volt ACB-1 No.Outgoning 100 Amp. MCCB-5 Nos. Cat. A Pannel Cubicle Type |
| 432 | Supply of 3mtr Decorative Pole made of square pipe duly cnc laser cutt illuminated cutomised design fitted with IP 65 Led module.Pipe Dia - 100x100mm Base Plate - 250x250x12mm MFMD - 115 A , 45w Included Founadtion Bolt - 16x450x4nos as per attach analysis & photograph direction of Engineer-in-charge. Etc. all complete. (Pathway Light) (MR Rates) |
| 433 | Supply of 4mtr Decorative Pole made of cast aluminum base cover with GI pipe available with double arm Brackets and 2nos. cast aluminum lights. Pipe Dia - 76.1mm Base Dia - 300x8mm MFMD - 228 Including Double Arm Bracket as per Image Including 4Ways Arm Bracket as per Image Included Founadtion Bolt - 16x450x4nos as per attach analysis & photograph direction of Engineer -in-charge etc. all complete. |
| 434 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. CAT-AAA 1421/2018 |
| 435 | Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 and above protection complete in all respect. CAT-AAA 1442/2018 |
| 436 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect.CAT - AAA 1453/2018 |
| 437 | S/F of 63 Amp. 415V metal clad TPN rewireable type switch fuse unit on angle iron bracket/Pole complete in all respects as per direction of E/I. S.I.No. 316/2018 CAT-B. |
| 438 | S/L of following cable \\"Al\\" conductor P.V.C. insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Below ground level over a cushion of 75mm. Thick sand alround and protected with burnt bricks on side an top on surface the cable run shall be fixed on MS clamp of suitable size, approved make UPPPCL/Kesco Approved as per direction of E/I. complete in all respects. 501/2018. |
| 439 | (a) 10 sq.mm 4 core |
| 440 | (b) 16 Sq.mm 3.5 core |
| 441 | (c) 35 Sq.mm 3.5Core |
| 442 | (d) 50 Sq.mm 3.5 core |
| 443 | S/F of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connections complete in all respects as per direction of E/I.SI.No.504/SOR-18. |
| 444 | (a) 10 sq.mm |
| 445 | (b) 16 sq.mm |
| 446 | (c) 35 sq.mm. |
| 447 | (d) 50 sq.mm |
| 448 | S/B of earth rod 20mm dia into 2.5mtr long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.00 mtr long steel conduit to carry earth wire along the pole. A.R./ 2018 (File No. 15/18-19) |
| 449 | S/B of 600mmx600mmx6mm G.I plate vertically for earthing with it top at least 3 mtr below G.L. complete with 20mm dia G.I. pipe and funnel for watering and 1 earthing lead of 1 No 8 to 10 SWG G.I. wire in 15mm dia G.I. pipe, plate up to switch board 30Cm C.I. frame with hinged cover masonry housing Alternate layers of charchole/coke and solt etc. as per direction of E/I. Complete in all respects. S.I.No-702/18. |
| 450 | S/F of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect. CAT-AAA SI. NO. 409/2018 |
| 451 | Supply, Laying, jointing, testing & commissioning of ISI marked HDPE pipe (PE 80) 63mm dia as per IS 4984 including transportation upto the site jointing by butt welding, providing and fixing all fittings i.e. bends, tees, couples junction, tapers, reducers, adoptors end caps, flange with nut & bolts for fixing of appurtenances compete in all respect as per direction of Engineer-in-charge. (ISI Approved). File no. 33/19-20 |
| 452 | Part B HT Work |
| 453 | S/F of double pole structure with 2 nos S.S. pole 410 SP-61 in 1:3:6 CC foundation 1/6 of pole length below G.L. and plinth 30cm above G.L. 20cm thick around the pole with 1 nos. channel 100mmx50mm 1 Nos. channel 75mmx40mm necessary nuts bolts complete with painting etc. |
| 454 | S/E of 11 K.V. T.P.M.O. switch on pole including handle rod etc. complete in all respects. |
| 455 | S/E of 11 K.V. D.O. fuse set on pole complete in all respect. |
| 456 | S/E of 11 K.V L.A. set of 3 Nos. suitable for mounting on steel support complete in all respect as per direction of E/I. |
| 457 | S/F of 63 kVA , 11/0.433 KV Conventional 50Hz 3 Phase oil immersed naturally cooled distribution transformer confirming of ISI, UPPCL/Kesco specification complete in all respect make Crompton, Kirlosker, Areva, Kanohar (Meeraut), PME Noida, MEI Mirzapur & univac. |
| 458 | S/B of 600mmx600mmx6mm G.I plate vertically for earthing with it top at least 3 mtr below G.L. complete with 20mm dia G.I. pipe and funnel for watering and 1 earthing lead of 1 No 8 to 10 SWG G.I. wire in 15mm dia G.I. pipe, plate up to switch board 30Cm C.I. frame with hinged cover masonry housing Alternate layers of charchole/coke and solt etc. as per direction of E/I. Complete in all respects. S.I.No-702/18. |
| 459 | S/B of earth rod 20mm dia 2.5 Mtr. Long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.0 mtr. Long steel conduit t carry earth wire along the pole. PSR. |
| 460 | S/L of following size cable \\"Al\\" conductor P.V.C. insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Below ground level over a cushion of 75mm. Thick sand alround and protected with burnt bricks on side an top on surface the cable run shall be fixed on MS clamp of suitable size, approved make i.e. Havels, Polycab, Krishna, Gloster as direction of E/I. complete in all respects. 501/2018. |
| 461 | (a) 50 Sq.mm 3½ Core |
| 462 | S/F of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connections complete in all respects as per direction of E/I.SI.No.504/SOR-18. |
| 463 | (a) 25 sq.mm. |
| 464 | (b) 50 sq.mm |
| 465 | S/E of 2.24 mtr. Long cross arm 100mm.x 50mm. channel on pole complete with red enamel paint as per direction of E/Ich. |
| 466 | S/L of following size XLPE 11 K.V. H.T. cable proper completion of work as per direction of E/I (make Finolex, Havells, Gloster, Polycab) |
| 467 | (a) 70 Sq.mm (Analysed) |
| 468 | S/L of following size XLPE cable box with out door jointing kit proper completion of work make Rachem/Mahindra as per direction of E/I. |
| 469 | (a) 70 mm2 3 core (Analysed) |
| 470 | S/L of following size G.I. ''B'' class pipe at a depth of 750mm below ground level as cable carrier as direction of E/I.(PSR) |
| 471 | (a) 150 mm dia |
| 472 | S/L of 25×3mm GI strip from earth electrode complete in all respect. (I.No. 716/18) |
| 473 | S/F of Henley type switch fuse unit complete in all respect as per direction of E/I. (PSR Fl No.-54/22-23) |
| 474 | 5% Kesco Supervision Charge on Part(B) Rs. |
| 475 | Park 1 Shatabdi nagar face 1 plot 80 to 118 |
| 476 | PART-A (Civil Work) |
| 477 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 478 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 479 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 480 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 481 | COLUMN |
| 482 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 483 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 484 | COLUMN |
| 485 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 486 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 487 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 488 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 489 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 490 | P/F Cast Iron Benches |
| 491 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 492 | Pathway Interlocking |
| 493 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 494 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 495 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 496 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 497 | P/F Play apparatus for kids |
| 498 | Double Arc Swing |
| 499 | Horse Sea Saw |
| 500 | Zig Zag Slide 5 feet |
| 501 | Mother child Swing |
| 502 | Open Gym Equipments |
| 503 | Fun Walker (FNF004) |
| 504 | Shoulder press (FNF005) |
| 505 | Chest Press (FNF001) |
| 506 | Leg press cum standing Twister (FNF015) |
| 507 | Leg Lift post (FNF011) |
| 508 | Taichi Double (FNF008D) |
| 509 | Pendulum cum Twister (FNF022) |
| 510 | PART-(B)-HORTICULTURE WORK |
| 511 | 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) |
| 512 | 0.45x0.45x.45 m size |
| 513 | Fertilizer |
| 514 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 515 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 516 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 517 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 518 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 519 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 520 | Providing well developed Plants of Species (Average height 8-12\\") |
| 521 | Plumeriya Rubra/Alba |
| 522 | Hibiscus rosasinensis |
| 523 | Ficus reginold |
| 524 | One time Irrigation with Labour Charge |
| 525 | One time Earth Work (Weeding & Cleaning) |
| 526 | Development of Hedge |
| 527 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 528 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 529 | Park 2 Shatabdi nagar face 1 plot 90 to 93 |
| 530 | PART-B (Civil Work) |
| 531 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 532 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 533 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 534 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 535 | COLUMN |
| 536 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 537 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 538 | COLUMN |
| 539 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 540 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 541 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 542 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 543 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 544 | P/F Cast iron banches |
| 545 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 546 | Pathway Interlocking |
| 547 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 548 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 549 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 550 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 551 | P/F Play apparatus for kids |
| 552 | Double Arc Swing |
| 553 | Horse Sea Saw |
| 554 | Zig Zag Slide 5 feet |
| 555 | Mother child Swing |
| 556 | Open Gym Equipments |
| 557 | Fun Walker (FNF004) |
| 558 | Shoulder press (FNF005) |
| 559 | Chest Press (FNF001) |
| 560 | Leg press cum standing Twister (FNF015) |
| 561 | Leg Lift post (FNF011) |
| 562 | Taichi Double (FNF008D) |
| 563 | Pendulum cum Twister (FNF022) |
| 564 | PART-(B)-HORTICULTURE WORK |
| 565 | 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) |
| 566 | 0.45x0.45x.45 m size |
| 567 | Fertilizer |
| 568 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 569 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 570 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 571 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 572 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 573 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 574 | Providing well developed Plants of Species (Average height 8-12\\") |
| 575 | Plumeriya Rubra/Alba |
| 576 | Hibiscus rosasinensis |
| 577 | Ficus reginold |
| 578 | One time Irrigation with Labour Charge |
| 579 | One time Earth Work (Weeding & Cleaning) |
| 580 | Development of Hedge |
| 581 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 582 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 583 | Park 3 Shatabdi nagar face 1 plot E 139 to E 153 |
| 584 | PART-B (Civil Work) |
| 585 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 586 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 587 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 588 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 589 | COLUMN |
| 590 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 591 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 592 | COLUMN |
| 593 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 594 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 595 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 596 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 597 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 598 | P/F Cast iron banches |
| 599 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 600 | Pathway Interlocking |
| 601 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 602 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 603 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 604 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 605 | P/F Play apparatus for kids |
| 606 | Double Arc Swing |
| 607 | Horse Sea Saw |
| 608 | Zig Zag Slide 5 feet |
| 609 | Mother child Swing |
| 610 | Open Gym Equipments |
| 611 | Fun Walker (FNF004) |
| 612 | Shoulder press (FNF005) |
| 613 | Chest Press (FNF001) |
| 614 | Leg press cum standing Twister (FNF015) |
| 615 | Leg Lift post (FNF011) |
| 616 | Taichi Double (FNF008D) |
| 617 | Pendulum cum Twister (FNF022) |
| 618 | PART-(B)-HORTICULTURE WORK |
| 619 | 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) |
| 620 | 0.45x0.45x.45 m size |
| 621 | Fertilizer |
| 622 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 623 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 624 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 625 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 626 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 627 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 628 | Providing well developed Plants of Species (Average height 8-12\\") |
| 629 | Plumeriya Rubra/Alba |
| 630 | Hibiscus rosasinensis |
| 631 | Ficus reginold |
| 632 | One time Irrigation with Labour Charge |
| 633 | One time Earth Work (Weeding & Cleaning) |
| 634 | Development of Hedge |
| 635 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 636 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 637 | Park 4 Shatabdi nagar face 1 plot E 551 to E 572 |
| 638 | PART-B (Civil Work) |
| 639 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 640 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 641 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 642 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 643 | COLUMN |
| 644 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 645 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 646 | COLUMN |
| 647 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 648 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 649 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 650 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 651 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 652 | P/F Cast iron banches |
| 653 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 654 | Pathway Interlocking |
| 655 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 656 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 657 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 658 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 659 | P/F Play apparatus for kids |
| 660 | Double Arc Swing |
| 661 | Horse Sea Saw |
| 662 | Zig Zag Slide 5 feet |
| 663 | Mother child Swing |
| 664 | Open Gym Equipments |
| 665 | Fun Walker (FNF004) |
| 666 | Shoulder press (FNF005) |
| 667 | Chest Press (FNF001) |
| 668 | Leg press cum standing Twister (FNF015) |
| 669 | Leg Lift post (FNF011) |
| 670 | Taichi Double (FNF008D) |
| 671 | Pendulum cum Twister (FNF022) |
| 672 | PART-(B)-HORTICULTURE WORK |
| 673 | 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) |
| 674 | 0.45x0.45x.45 m size |
| 675 | Fertilizer |
| 676 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 677 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 678 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 679 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 680 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 681 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 682 | Providing well developed Plants of Species (Average height 8-12\\") |
| 683 | Plumeriya Rubra/Alba |
| 684 | Hibiscus rosasinensis |
| 685 | Ficus reginold |
| 686 | One time Irrigation with Labour Charge |
| 687 | One time Earth Work (Weeding & Cleaning) |
| 688 | Development of Hedge |
| 689 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 690 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 691 | Park 5 Shatabdi nagar face 1 plot E 346 to E 365 |
| 692 | PART-B (Civil Work) |
| 693 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 694 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 695 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 696 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 697 | COLUMN |
| 698 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 699 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 700 | COLUMN |
| 701 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 702 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 703 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 704 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 705 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 706 | P/F Cast iron banches |
| 707 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 708 | Pathway Interlocking |
| 709 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 710 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 711 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 712 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 713 | P/F Play apparatus for kids |
| 714 | Double Arc Swing |
| 715 | Horse Sea Saw |
| 716 | Zig Zag Slide 5 feet |
| 717 | Mother child Swing |
| 718 | Open Gym Equipments |
| 719 | Fun Walker (FNF004) |
| 720 | Shoulder press (FNF005) |
| 721 | Chest Press (FNF001) |
| 722 | Leg press cum standing Twister (FNF015) |
| 723 | Leg Lift post (FNF011) |
| 724 | Taichi Double (FNF008D) |
| 725 | Pendulum cum Twister (FNF022) |
| 726 | PART-(B)-HORTICULTURE WORK |
| 727 | 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) |
| 728 | 0.45x0.45x.45 m size |
| 729 | Fertilizer |
| 730 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 731 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 732 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 733 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 734 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 735 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 736 | Providing well developed Plants of Species (Average height 8-12\\") |
| 737 | Plumeriya Rubra/Alba |
| 738 | Hibiscus rosasinensis |
| 739 | Ficus reginold |
| 740 | One time Irrigation with Labour Charge |
| 741 | One time Earth Work (Weeding & Cleaning) |
| 742 | Development of Hedge |
| 743 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 744 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 745 | Park 6 Shatabdi nagar face 1 plot E 559 to E 573 |
| 746 | PART-B (Civil Work) |
| 747 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 748 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 749 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 750 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 751 | COLUMN |
| 752 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 753 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 754 | COLUMN |
| 755 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 756 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 757 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 758 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 759 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 760 | P/F Cast iron banches |
| 761 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 762 | Pathway Interlocking |
| 763 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 764 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 765 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 766 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 767 | P/F Play apparatus for kids |
| 768 | Double Arc Swing |
| 769 | Horse Sea Saw |
| 770 | Zig Zag Slide 5 feet |
| 771 | Mother child Swing |
| 772 | Open Gym Equipments |
| 773 | Fun Walker (FNF004) |
| 774 | Shoulder press (FNF005) |
| 775 | Chest Press (FNF001) |
| 776 | Leg press cum standing Twister (FNF015) |
| 777 | Leg Lift post (FNF011) |
| 778 | Taichi Double (FNF008D) |
| 779 | Pendulum cum Twister (FNF022) |
| 780 | PART-(B)-HORTICULTURE WORK |
| 781 | 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) |
| 782 | 0.45x0.45x.45 m size |
| 783 | Fertilizer |
| 784 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 785 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 786 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 787 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 788 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 789 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 790 | Providing well developed Plants of Species (Average height 8-12\\") |
| 791 | Plumeriya Rubra/Alba |
| 792 | Hibiscus rosasinensis |
| 793 | Ficus reginold |
| 794 | One time Irrigation with Labour Charge |
| 795 | One time Earth Work (Weeding & Cleaning) |
| 796 | Development of Hedge |
| 797 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 798 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 799 | Park 7 Jawaharpuram sector 14 B 11 to B 18 |
| 800 | PART-B (Civil Work) |
| 801 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 802 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 803 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 804 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 805 | COLUMN |
| 806 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 807 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 808 | COLUMN |
| 809 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 810 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 811 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 812 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 813 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 814 | P/F Cast iron banches |
| 815 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 816 | Pathway Interlocking |
| 817 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 818 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 819 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 820 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 821 | P/F Play apparatus for kids |
| 822 | Double Arc Swing |
| 823 | Horse Sea Saw |
| 824 | Zig Zag Slide 5 feet |
| 825 | Mother child Swing |
| 826 | Open Gym Equipments |
| 827 | Fun Walker (FNF004) |
| 828 | Shoulder press (FNF005) |
| 829 | Chest Press (FNF001) |
| 830 | Leg press cum standing Twister (FNF015) |
| 831 | Leg Lift post (FNF011) |
| 832 | Taichi Double (FNF008D) |
| 833 | Pendulum cum Twister (FNF022) |
| 834 | PART-(B)-HORTICULTURE WORK |
| 835 | 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) |
| 836 | 0.45x0.45x.45 m size |
| 837 | Fertilizer |
| 838 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 839 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 840 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 841 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 842 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 843 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 844 | Providing well developed Plants of Species (Average height 8-12\\") |
| 845 | Plumeriya Rubra/Alba |
| 846 | Hibiscus rosasinensis |
| 847 | Ficus reginold |
| 848 | One time Irrigation with Labour Charge |
| 849 | One time Earth Work (Weeding & Cleaning) |
| 850 | Development of Hedge |
| 851 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 852 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 853 | Park 8 Jawaharpuram sector 14 B 127 to B 139 |
| 854 | PART-B (Civil Work) |
| 855 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 856 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 857 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 858 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 859 | COLUMN |
| 860 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 861 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 862 | COLUMN |
| 863 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 864 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 865 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 866 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 867 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 868 | P/F Cast iron banches |
| 869 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 870 | Pathway Interlocking |
| 871 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 872 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 873 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 874 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 875 | P/F Play apparatus for kids |
| 876 | Double Arc Swing |
| 877 | Horse Sea Saw |
| 878 | Zig Zag Slide 5 feet |
| 879 | Mother child Swing |
| 880 | Open Gym Equipments |
| 881 | Fun Walker (FNF004) |
| 882 | Shoulder press (FNF005) |
| 883 | Chest Press (FNF001) |
| 884 | Leg press cum standing Twister (FNF015) |
| 885 | Leg Lift post (FNF011) |
| 886 | Taichi Double (FNF008D) |
| 887 | Pendulum cum Twister (FNF022) |
| 888 | PART-(B)-HORTICULTURE WORK |
| 889 | 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) |
| 890 | 0.45x0.45x.45 m size |
| 891 | Fertilizer |
| 892 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 893 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 894 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 895 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 896 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 897 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 898 | Providing well developed Plants of Species (Average height 8-12\\") |
| 899 | Plumeriya Rubra/Alba |
| 900 | Hibiscus rosasinensis |
| 901 | Ficus reginold |
| 902 | One time Irrigation with Labour Charge |
| 903 | One time Earth Work (Weeding & Cleaning) |
| 904 | Development of Hedge |
| 905 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 906 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 907 | Park 9 Jawaharpuram sector 14 E1 439 to E1 452 |
| 908 | PART-B (Civil Work) |
| 909 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 910 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 911 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 912 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 913 | COLUMN |
| 914 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 915 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 916 | COLUMN |
| 917 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 918 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 919 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 920 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 921 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 922 | P/F Cast iron banches |
| 923 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 924 | Pathway Interlocking |
| 925 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 926 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 927 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 928 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 929 | P/F Play apparatus for kids |
| 930 | Double Arc Swing |
| 931 | Horse Sea Saw |
| 932 | Zig Zag Slide 5 feet |
| 933 | Mother child Swing |
| 934 | Open Gym Equipments |
| 935 | Fun Walker (FNF004) |
| 936 | Shoulder press (FNF005) |
| 937 | Chest Press (FNF001) |
| 938 | Leg press cum standing Twister (FNF015) |
| 939 | Leg Lift post (FNF011) |
| 940 | Taichi Double (FNF008D) |
| 941 | Pendulum cum Twister (FNF022) |
| 942 | PART-(B)-HORTICULTURE WORK |
| 943 | 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) |
| 944 | 0.45x0.45x.45 m size |
| 945 | Fertilizer |
| 946 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 947 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 948 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 949 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 950 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 951 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 952 | Providing well developed Plants of Species (Average height 8-12\\") |
| 953 | Plumeriya Rubra/Alba |
| 954 | Hibiscus rosasinensis |
| 955 | Ficus reginold |
| 956 | One time Irrigation with Labour Charge |
| 957 | One time Earth Work (Weeding & Cleaning) |
| 958 | Development of Hedge |
| 959 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 960 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 961 | Park 10 Jawaharpuram sector B 178 to B 184 |
| 962 | PART-B (Civil Work) |
| 963 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 964 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 965 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 966 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 967 | COLUMN |
| 968 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 969 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 970 | COLUMN |
| 971 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 972 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 973 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 974 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 975 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 976 | P/F Cast iron banches |
| 977 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 978 | Pathway Interlocking |
| 979 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 980 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 981 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 982 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 983 | P/F Play apparatus for kids |
| 984 | Double Arc Swing |
| 985 | Horse Sea Saw |
| 986 | Zig Zag Slide 5 feet |
| 987 | Mother child Swing |
| 988 | Open Gym Equipments |
| 989 | Fun Walker (FNF004) |
| 990 | Shoulder press (FNF005) |
| 991 | Chest Press (FNF001) |
| 992 | Leg press cum standing Twister (FNF015) |
| 993 | Leg Lift post (FNF011) |
| 994 | Taichi Double (FNF008D) |
| 995 | Pendulum cum Twister (FNF022) |
| 996 | PART-(B)-HORTICULTURE WORK |
| 997 | 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) |
| 998 | 0.45x0.45x.45 m size |
| 999 | Fertilizer |
| 1000 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 1001 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 1002 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 1003 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 1004 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 1005 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 1006 | Providing well developed Plants of Species (Average height 8-12\\") |
| 1007 | Plumeriya Rubra/Alba |
| 1008 | Hibiscus rosasinensis |
| 1009 | Ficus reginold |
| 1010 | One time Irrigation with Labour Charge |
| 1011 | One time Earth Work (Weeding & Cleaning) |
| 1012 | Development of Hedge |
| 1013 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 1014 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months |
| 1015 | Park 11 Barahsirohi Arazo 1251 |
| 1016 | PART-B (Civil Work) |
| 1017 | Cleaning of Jungle including uprooting of rank vegetation, grass, bush, wood tree and sapling of Girth up to 30cm measured at a height of 1 m above ground level and removel of rubbish upto 50m disrence. Ch-4 SOR 23-24 S.I. No. 2.31 |
| 1018 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. (Ch-4 SOR 2023-24 SI.No-1/(2.8.1)) |
| 1019 | Providing and laying in cement concrete in 8:4:1 ( stone ballast 8 (40 mm nominal size) : 4 approved coarse sand : 1 cement and curing complete, including cost of formwork in foundation and floors. (PWD SOR 2023-24 SI.No-1/4.1.8) Ch-5 |
| 1020 | RCC work with cement approved coarse sand and 2cm (3/4\\")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) excluding necessary centering & shuttering excluding supply of reinforcement and and complete. |
| 1021 | COLUMN |
| 1022 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. 5.22.6 |
| 1023 | Centering and shuttering including strutting, propping etc. and removal of foundation footing base of column etc for mass concrete, wall (any thickness) including attached pilasters, butteresses,plinth and string course etc, Suspended floors, roofs,landing,balconies and access platform. |
| 1024 | COLUMN |
| 1025 | Brick work with common burnt clay (non modular) bricks of class-150 In superstructure above plinth level up to floor V level in all shapes and sizes Cement mortar 1:4 (1 cement: 4 coarse sand). ( Ch-6 SOR 2023-24 S.I No. 2/6.4.1) |
| 1026 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) CH-13 SOR 23-24 (SI No. 2 ) |
| 1027 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)CH-13 SOR 23-24 (SI No. 3) |
| 1028 | Providing and applying white cement based putty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 1029 | Finishing walls with Premium Acrylic Smooth exterior paint(apex) with Silicone additives of required shade : New work (Two or more coats applied ) |
| 1030 | P/F Cast iron banches |
| 1031 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 1032 | Pathway Interlocking |
| 1033 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 1034 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. PSR |
| 1035 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 1036 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 1037 | P/F Play apparatus for kids |
| 1038 | Double Arc Swing |
| 1039 | Horse Sea Saw |
| 1040 | Zig Zag Slide 5 feet |
| 1041 | Mother child Swing |
| 1042 | Open Gym Equipments |
| 1043 | Fun Walker (FNF004) |
| 1044 | Shoulder press (FNF005) |
| 1045 | Chest Press (FNF001) |
| 1046 | Leg press cum standing Twister (FNF015) |
| 1047 | Leg Lift post (FNF011) |
| 1048 | Taichi Double (FNF008D) |
| 1049 | Pendulum cum Twister (FNF022) |
| 1050 | PART-(B)-HORTICULTURE WORK |
| 1051 | 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) |
| 1052 | 0.45x0.45x.45 m size |
| 1053 | Fertilizer |
| 1054 | Supply and mixing of Urea (@0.04Kg/Plant) including, loading, unloading, cartage all. |
| 1055 | Supply and mixing of S.S.P. (@ 0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 1056 | Supply and mixing of M.O.P. (@0.03 Kg/Plant) including, loading, unloading, cartage all. |
| 1057 | Supply and mixing of F.Y.M. (@0.01Cum/Plant) including, loading, unloading, cartage all. |
| 1058 | Supply and spraying of required quantity of antitermite i.e. Chloropyriphos 20E.C. @0.004Ltr/Plant |
| 1059 | Supply and mixing of Local Sand(@0.001 Cum/Plant) including, cartage, loading, unloading all. |
| 1060 | Providing well developed Plants of Species (Average height 8-12\\") |
| 1061 | Plumeriya Rubra/Alba |
| 1062 | Hibiscus rosasinensis |
| 1063 | Ficus reginold |
| 1064 | One time Irrigation with Labour Charge |
| 1065 | One time Earth Work (Weeding & Cleaning) |
| 1066 | Development of Hedge |
| 1067 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 1068 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/ articles shall be provided by the department.) Play grounds / Public parks for 12 months Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
