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| 1 | Earthwork in open/ Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sqm on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. |
| 2 | Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 50 metres, etc., all complete as per specifications and as directed. |
| 3 | All kinds of soil upto 1.50mtr depth |
| 4 | Earthwork in open Excavation for Road work by mechanical means (Hydraulic excavator) / manual means over areas in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, etc., includingtrimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth, making good the undulations with earth and rerolling the sub-grade, disposal of surplus earth with in a lead upto 50 metres, etc., all completed as per specifications and as directed by Engineer-In-Charge. |
| 5 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. |
| 6 | Area cleaning in and around the site by cleaning the bushes, sand, debris, fallen trees, waste materials, garbages etc., collecting, conveying and disposing the same at places as shown by the department with in a lead upto 2.0Km, etc., all complete as per specifications and as directed. |
| 7 | Trimming of tree branches, which causing hindrance to free vehicle movement, blocking street light and touching the building etc., on road sides, avenues, streets and near buildings, including cutting the branches of trees using necessary tools, collecting, transporting and disposing them at places shown by the department using their own means of conveyance all as directed by the Engineer-in- charge. |
| 8 | Below 300mm Girth Trees |
| 9 | Beyond 300mm upto and including 600mm Girth Trees |
| 10 | Providing and laying in position of plain cement concrete using hard granite broken stone in foundations, trenches etc. including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications. |
| 11 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) |
| 12 | 1 : 1.5 : 3 (1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) |
| 13 | Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes such as circular works, chamfers, splays, etc., using Steel / Plywood shuttering including centering, scaffolding, strutting, propping with necessary bracing in all areas, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, de-shuttering after specified curing period, etc., all complete as per drawings and specifications.[Note : Measurement for the formwork shall be the area of forms in contact with concrete surfaces. Stop boards for construction joints will not be measured seperately for payment. Centering and shuttering where exceeding 3.5m height in one floor shall be measured and paid for seperately.] |
| 14 | For Plain Surfaces upto 3.5m Lvl |
| 15 | Providing and casting insitu Reinforced Cement Concrete 1:1.5:3 using machine crushed hard broken granite stone of nominal size 20mm including mechanical mixing, transporting, placing at all lifts, vibrating, consolidation, curing, finishing smooth all exposed faces, for all insitu concrete items, etc. as per drawings and specifications.Note:The rate quoted shall be exclusive of reinforcement and formwork which will be paid for separately under relevant items. |
| 16 | Providing, cutting, bending, placing and binding Steel reinforcement using TMT bars of Fe-500D grade in all reinforced cement concrete works including cutting, bending,fixing, tieing in position with 1.6 mm dia soft drawn annealed binding wire, cost of cover blocks in C.M 1:2, etc., complete as per specifications and drawings. ImportantNote: The required quantity of steel reinforcement as mentioned in the schedule should be procured by the contractor only of SAIL, Rashtriya Ispat Nigam Limited (VIZAG), TATA Steel & JINDAL from authorised dealers which shall conform to IS: 1786 (Latest Edition). |
| 17 | Providing and laying Random Rubble masonry in Cement mortar 1 : 6 (1 cement: 6 coarse sand) in foundation and plinth using hard granite stones obtained from approved quarry includingbond stones of 2 Nos/Sq.m at 1.5 to 1.8 mtrs apart, raking out joints, curing, etc., all as per standard specification. |
| 18 | Providing sunk or flush pointing over RR Masonry in CM 1:3 above plinth for compound wall including cleaning the surface to receive pointing, finishing with float coat of neat cement, curing, scaffolding etc., all complete as per specifications and as directed by EIC. |
| 19 | Providing and constructing brick masonry at all lifts in cement mortar 1:5 using well cured flyash bricks of class 5 (non-modular) made up of using Flyash + Sand + Lime + additves (Gypsum/Cement) with waterproofing chemicals and accelerators confirming to IS-12894 or latest edition including suitable scaffolding, raking out joints, continuos curing for specified period, etc., all complete as per specifications and drawings. |
| 20 | Providing and laying coping on top of RR masonry in CM 1:4, 40mm thick and fixing with broken glass pieces including grouting with cement slurry curing scaffolding, etc., complete. |
| 21 | Supplying, fabricating and fixing Steel work welded in built up sections and framed work at all lifts comprising Chequered plates, MS angles, other structural steel sections, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting the steel surface with 2 coats of metal coat PU finish paint of make MRF or other approved make over one coat of epoxy zinc phosphate primer with thinner 1110 Ep for epoxy primer and thinner for finish for metal coat paint as per manufacturer instructions, embedding with Cement concrete, if necessary, etc., all complete as per specifications and drawings.[Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment\"s for fixing the steel works. ] |
| 22 | In gratings, frames, guard bar, ladders, railings, brackets, gates, fencings and similar works |
| 23 | Supplying, fabricating and fixing of EPs, Structural Steel work and pipe sleeves etc., at all lifts comprising MS angles, MS plates, tees flats, rounds, squares, other structural steel sections, pipe sleeves and pipes of various sizes, IS channels, IS beams, square rods, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting exposed faces with two coats of anti-corrosive paint of approved colour over a coat of red oxide zinc chromate primer / zinc phosphate primer, embedding with Cement concrete, etc. complete all as per specifications and drawings.Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedments for fixing the steel works. |
| 24 | Plastering with Cement Mortar 1:5, 12mm thick for brickwork / Concrete on its external faces at all lifts includingadding admixtures of approved make, scaffolding, curing and forming grooves wherever necessary all complete as per specifications and as directed by the Engineer-incharge. [Note: 6mm premium glass fibre of make Dugar & Co or Recron shall be mixed with Cement @ 60 gms of glass fibre per 50kgs of cement] |
| 25 | Providing Rough cast plaster 19 mm thick consisting of 7 mm thick rough cast in C.M 1.3 using 6 mm and below size granite chips over 12 mm thick base coat of cement mortar 1:5 for the external faces including providing necessary grooves in plaster as per drawings scaffolding curing etc., complete all as per specification. |
| 26 | Providing Painting over all exposed surfaces at all heights over rough cast plaster/plain plaster with Two Coats of premium exterior emulsion paint ofmake Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat)or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces, curing, scaffolding etc., all complete as per specifications. |
| 27 | Painting over Plain Plaster at all lifts. |
| 28 | Painting over Rough castPlaster at all lifts. |
| 29 | Providing Painting over all exposed surfaces at all heights over rough cast plaster / plain plaster with Two Coat of premium exterior emulsion paint ofmake Asian (APEX - Dust proof exterior emulsion) / Berger (Weather coat smooth)or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces by scrubbing / cleaning the fungus / stains, cleaning with water, filling the cracks with approved crack filler and including cost of all materials, labour, tools and plants, curing, scaffolding at all lifts, etc., all complete as per specifications and as directed by Engineer-In-Charge. Note:- 1) The samples should be got approved by the EIC before placing. |
| 30 | Painting over Plain Plaster at all lifts. |
| 31 | Painting over Roughcast Plaster at all lifts. |
| 32 | Providing and applying two coats of Polyurethane (PU) paint on steel and other approved surfaces at all levels using MRF (or) Asian Paints Apcothane CF 675 PU 240, Nickel Grey shade, or other approved equivalent make, brand, colour and manufacturer, to obtain a uniform and even finish, including one coat of compatible Epoxy/PU primerincluding thorough surface preparation by removing all rust, scale, grease and loose material by mechanical/manual means, complete in all respects as per specifications and as directed by the Engineer-in-Charge. |
| 33 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. |
| 34 | Providing and laying factory made precast Kerb stone of M-20 grade cement concrete of size 100mm thick & 500mm ± 50mm depth with suitable interlocking arrangement, top chamfering of size 50x70 mm or as approved size including excavation, conveying, laying the precast kerb blocks in position to the required line, level and curvature, making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), jointing / pointing the joints with cement mortar 1:3, refilling the sides, compacting, making drainage opening wherever required, etc., all complete as per specification and as directed. (Note: Length of finished Kerb edging shall be measured for payment and Precast kerb stone shall be approved by Engineer-in-charge.) |
| 35 | Providing and laying 60mm thick factory made chamfered edgeprefabricated cement concrete interlocking Solid / perforated paver block of M-30 grade made by table vibratory method using PU moulded with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand including cost of sand filling, levelling with required slope, ramming the surface, watering, consolidation using vibratory earth rammers, filling the joints with sand, cleaning, etc., all complete as per specification and as directed by the Engineer-incharge. |
| 36 | Manufacturingand erection of cranked precast RCC fencing post ofrequired shape of size 125x125mm at top and 150x150mm at bottom with 2100mm height inCC 1: 1.5:3 using 20mm and below size hard brokengranite stone jelly with necessary through holes in post for tying fencing wire including form work for making post, placing concrete, vibrating, finishing smooth all faces in CM 1:3, curing and stacking at a place, conveying and erecting the post in position with necessary support, etc., all complete as directed by the Engineer-In-Charge (Note : The cost includes necessary form work but excluding the cost of reinforcement which will be paid for separately under relevant items) |
| 37 | Providing and fixing PVC Sleeved GI chain link fencing of mesh opening size 50x50mm with 4mm dia. GI wire, PVC coated to achieve outer dia not less than 5.5mm in required colour and shade withnecessary binding wire and fixing with 30X6mm MS flat on one side of RCC fencing post with bolts and nuts, etc., complete all as per specifications and as directed by the Engineer-in-charge.[Note: Cost of MS flat will be paid for separately under relevant item.] |
| 38 | Providing and fixing SS 304 grade Concertina Coil fencing offollowing dia. of make NITIN/ Supreme/Bokaria or approved equivalent make having 50 Nos. rounds per 6mtr length, fixing to the existing Y shaped fencing post on top of compound wall placed at 2.4m to 3.0m apart upto 4.00m height from ground levelincluding 9 horizontal rows of GI barbed wire with 12g (90GSM) 2 ply tiedwith GI staples and GI clips to retain horizontal, providing necessarySS bolts or G I barbed wire tied to RCC pole, etc., all complete as per direction of Engineer-in-charge. Note: 1) The reinforced barbed taps (R.B.T) / spring core (2.5mm thick) wire shall be of high tensile strength of 165kg/sq.mm. with tape (0.50mm thick) 2) The cost of RCC pole only will be paid for separately under relevant item. |
| 39 | Providing and fixing GI barbed wire for fencing conforming to IS:278 type A1 and having 2.5mm dia., 2mm 3 ply 4 pointed barbed at 75mm apart including cost of GI bolts, wire, GI washers, painting with two coats anti corrosive paint over a coat of approved primer etc., all complete as per specifications and as directed by Engineer-in-charge. |
| 40 | Providing and fixing PVC Sleeved stay line wirewith 4mm dia. PVC coated to achieve outer dia not less than 5mm in required colour and shade including tieing the chainlink using suitable binding wire, etc., complete all as per specifications and as directed by the Engineer-in-charge. |
| 41 | Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directedby the Engineer-in-Charge.Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements.2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. |
| 42 | Upto 1 Km or part thereof |
| 43 | Dismantling RR Masonry in cement mortar at all lifts including stacking of RR stone, clearing and depositing the debris within a distance of 100 metres all as directed by Engineer-in-charge. |
| 44 | Dismantling Brick workin cement mortar at all lifts including clearing and depositing the debris within a distance of 100 metres all as directed by Engineer-in-charge. |
| 45 | Cuttingandremovingtheexistingsteelstructures/membersofsteelstructuressafely withoutdisturbing/cuttingtheothermembersandstackingatdepartmentspecified locationincludingnecessarymachineries,tools,consumablesandlabourchargesas directed by the Engineer-in-Charge. Prior approval should be obtained from Engineer-in-Charge for the method of cutting/removing. |
| 46 | Supply and installation of 40mm dia Heavy Duty, Hot Dip Galvanised GI pipes with required accessories like long bend, coupling, etc. on Floor, column, beams etc including chasing and replastering as per the detailed specification. |
| 47 | Supply and embedment of flush mounted MS pull boxes/Junction boxes of size upto 200x200x120mm in RCC/Brick/Concrete block Masonry with finishing and making good as directed by Engineer-In-Charge. |
