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| 1 | EXCAVATION upto 1.50 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Dense or Hard soil MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, cutting vegetation up to 1.5m ht if required and disposing off the excavated stuff upto all lead and lift. Note- All types of soil that can be removed by JCB/ Poclain bucket shall be classified under this item. |
| 2 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard Murrum MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift. |
| 3 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock not requiring blasting but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift. |
| 4 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift |
| 5 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift |
| 6 | FILLING with selected & approved available excavated earth (exluding rock) in excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. |
| 7 | FILLING with selected & approved Murrum material brought by Contractor from outside client's premises, including Identification of Borrow pits and including Royalty charges & or duties as per requirement of local authority, in foundations, excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. |
| 8 | Providing and laying RUBBLE SOLING wherever required in foundation and plinth including hand packing fillings interstices with chips and sand. Watering and compacting to consolidated thickness, etc complete as directed by engineer-in-charge |
| 9 | Providing and laying PLAIN CEMENT CONCRETE 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) in foundations and superstructure including, machine mixing, leveling compacting, curing and formwork if any, scaffolding, staging etc. complete as directed and instructed by Engineer-in-Charge. Volume of PCC laid to be measured for payment.NOTE: - The contractor shall provide temporary diversion and dewatering of water to maintain a dry and safe site during concrete casting works. |
| 10 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Slabs, landing, shelves and Cantilever etc complete as directed by Engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. NOTE: - The contractor shall provide temporary diversion and dewatering of water to maintain a dry and safe site during concrete casting works. |
| 11 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.300 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering, scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Wall/Retaining wall including all elements like Stem/Toe/Heel, connected open drain, ETC from foundation level to all levels etc complete as directed by Engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. NOTE: - The contractor shall provide temporary diversion and dewatering of water to maintain a dry and safe site during concrete casting works. |
| 12 | Providing, laying and fixing in position REINFORCEMENT High yield deformed bars/TMT/CRS FE500/FE500D/FE550 for R.C.C. works at all levels including cutting, bending and binding with 16 gauge M.S. annealed wire, providing cover blocks of C.M. 1:2 Embedded with binding wire etc. complete. The reinforcement detailing to IS 456 or, if specified by engineer, shall conform to IS: 13920 (Ductile detailing of R. C. Structures), bars as per IS 1786 the rate shall be inclusive of executing such detailing. Laps to be measured shall be as shown in drawing and for reinforcement length longer than available in market. Chairs, pins and laps other than that specified shall not on be measured and paid for. No extra to be paid for height, rate remains same at all levels, complete as per drawings, specification, direction of engineer-incharge. Make: TATA, SAIL, JSW, or EQUIVALENT as approved by Chief Engineer |
| 13 | Providing material & labour for laying Rebar in Existing Column, Beam and Slab including all dia. Of bars 8mm to 32mm as per drawing and specification as directions of Chief Engineer in charge Complete. Make Hilti or Fischer or its equivalent as approved by engineer-in-charge |
| 14 | Brick work using common burnt clay building bricks including scaffolding, raking of joints, curing using first class bricks having min. comp. Strength 35 kg/cm2 of approved manufacturer in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)ConventionalAll bricks and shall be soaked in water for at least 24 hours before use. bricks used for masonry work shall be as available locally, but approved before start of work. volume of masonry to be measured for payment. |
| 15 | Providing and laying 20mm thick SANDFACED CEMENT PLASTER of required grain finishing upto all height/all floors including grooves, pattas etc. in two coats having the the base coat of not less than 12 mm thickness in CM 1:3 (1-cement : 3-sand) & finished coat 8 mm thk, in CM 1:1 (1-cement : 1-sand) to external surfaces of concrete & masonry including hacking of concrete surfaces, racking of joints, scaffolding, curing, providing chicken mesh at all necessary joints, etc. complete. Rate shall include addition of “Impermo” water proofing compound or equivalent as approved by engineer-in-charge, providing, adding & mixing of fine fibrillated 100% virgin polypropylene fibers in cement mortar to form homogeneous mixture @125 gms per a bag of cement in both the coats of plaster, 12mm long fibers shall be used in first coat & 6mm long fibers shall be used in second finished coat. providing drip mould 40mm wide and 12mm thick in cement mortar 1:3 on soffit of chajjas, canopies, gutters etc.complete. as directions of Engineer in charge Complete.The surfaces to be plastered to be hacked immediately on de-shuttering. The Brick/ RCC surface to be plastered to be cured sufficiently before start of plaster. Initial bare surface area to be Plastered shall be measured for payment unless noted otherwise, etc as directions of Engineer in charge Complete. |
| 16 | Providing and applying two coat of primer and two coats of Texture paint, Anti-fungal, water proof, dust proof Paint on Exterior Surfaces in any pattern, at all heights of surfaces. One component waterborne 100% pure acrylic emulsion that offers protection against concrete carbonation with an R Value of min 600m and an equivalent concrete layer thickness value of min 150cm. Paint should have crack bridging property of min 1.85 mm with Solar Reflective index of min 110 and IR reflectance property. The product shall have a Volume Solids of minimum 35%The product shall be independently tested and approved for properties alike Carbon Dioxide Diffusion resistance, resistance to chloride diffusion, crack bridging and liquid water/ vapour transmission as well as SRI properties. The product can be like Jotashield WaterXtreme Topcoat of Jotun Paints or approved equivalents.Two Coats of above paint should be applied using a conventional Roller / Airless spray at the site after application and curing of applied Primer.including cleaning, preparing the surface, applying primer - scraping by sandpaper, scaffolding etc. including - (a) All surface preparation, suitable number of base coats required, primers and suitable finishing to the complete satisfaction of the Engineer in Charge, (b) Scaffolding and all leads and lifts,(c) Proper curing in between the two subsequent coats, (d) Touch ups to the paint after the scaffolding is removed, (e) All measurements for paints to be as per IS-1200. f) Minimum Guarantee of Ten Years Waterproofing and Paint performance for all external paints by manufacturer .For measurement of painting items the area painted shall be considered without any multiplication factor for different kinds of surfaces painted. Rate shall be quoted accordingly. All painting items final finish shall be as per manufacturer'sspecification as per acceptance of Engineer in charge /Architect. No extra payment shall be made for extra/over coat if required.Make - Asian Paint Ultima Allura Torino, Jotun Jotashield Tex Fine OR Equivalent. |
| 17 | Providing and applying PU (Polyurethane) based liquid applied waterproofing treatment to terraces/toilets/wet areas including supply of approved materials, surface preparation, crack filling, priming, reinforcement, membrane application, flood testing and warranty complete.Providing and applying PU based liquid elastomeric waterproofing system comprising surface preparation, cleaning, repairing cracks and honeycombs using PU sealant/polymer modified mortar, forming fillet at junctions, applying approved PU compatible primer, reinforcement with polyester/glass fibre mesh at all corners, junctions, pipe inserts and critical areas, followed by application of PU liquid membrane in two or more coats to achieve minimum dry film thickness of 1.5 mm for terraces and 1.0 mm for toilets/wet areas including extending coating up to minimum 300 mm on vertical faces. For terrace application, finishing shall include a UV-resistant aliphatic PU/reflective elastomeric top coat, and for toilets/wet areas, tiling or protection screed shall be done only after curing. Work shall include flood test for minimum 48 hours before finishing. Complete work shall be carried out as per manufacturer’s specifications and directions of Engineer-in-Charge, using approved products (Sika/Fosroc/BASF/Dr. Fixit/Asian Paints or equivalent) and by authorized applicator only. Contractor shall provide a 10-year leakproof performance warranty on stamp paper jointly signed by manufacturer and applicator.Rate shall be inclusive of all material, labour, cleaning, primer, membrane, reinforcement, UV protection coat, tools and plants, curing, testing, and cost of 10-year warranty complete.Make:- MYK Arment, Pidilite, Sika or equivelant. |
| 18 | Supply and installation of Mild Steel (MS) railing for culvert safety along the road, including fabrication, delivery, and erection. The MS railing shall be made of approved quality mild steel sections/pipes conforming to relevant IS standards and shall include horizontal bars and vertical posts of dimensions as per approved drawings and design. The railing posts shall be firmly embedded in concrete foundations of required size and grade, with proper alignment, leveling, and curing to ensure structural stability and durability. All welding shall be continuous, uniform, and of good workmanship, and all fasteners, fittings, and accessories shall be of MS or other approved corrosion-resistant materials. The fabricated MS railing shall be properly surface-prepared and provided with one coat of primer and two coats of approved synthetic enamel paint or other specified protective coating. The completed railing shall be checked for rigidity, alignment, workmanship, and safety, and shall comply with relevant IS codes and standards for road safety barriers. The rate shall include the cost of materials, fabrication, surface preparation, painting, transportation, loading/unloading, erection, labor, tools, equipment, and all incidental works required to complete the MS safety railing in all respects. |
| 19 | Providing, lowering, laying, jointing, testing and commissioning of underground sewage pipeline using PVC / UPVC / SWR / RCC / HDPE pipes of approved make and of specified diameter 250 mm - 10 KG / CM2, conforming to relevant IS codes, laid to the required line, level and gradient, including:-Excavation of trenches in all types of soil-Shoring and strutting wherever required-Dewatering-Providing and laying proper bedding-Jointing with approved jointing materials-Backfilling, compaction and disposal of surplus excavated material-Testing the pipeline for leakage-Making good all disturbed surfaces to original condition |
| 20 | Double Air Valve (Air Release & Vacuum Valve)Providing and installing double air valve suitable for water supply pipeline, designed to automatically release accumulated air during pipeline operation and admit air during pipeline emptying to prevent vacuum formation. The valve shall consist of an air release valve and an air/vacuum valve combined in a single body, manufactured from ductile iron with epoxy coating, stainless steel internal components, and EPDM sealing. Suitable for operating pressure as specified, complete with flange connections, isolation valve, and all accessories required for proper installation, testing, and commissioning, as per relevant IS/EN standards and engineer’s specifications. |
| 21 | Providing material and labor for applying two coats of oil paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.Make: Asian Paints or equivalent. |
| 22 | Providing material and labor for Structural steel work (Confirming to IS 4923-1997) riveted, bolted or welded in builtup, conventional, Hollow section, etc for all type sections, in framed work, railing work, any type of fabrication work, including cutting, hoisting, fixing in position and applying a priming coat &two coat applying synthetic enamel paint of approved steel primer all complete as per the structural designs and as directions of Engineer- in -Charge Complete. |
| 23 | Demolition including stacking of serviceable materials including cutting and disposal of unserviceable materials with transporting the reinforcement within 10 km and finishing the broken surfaces to match with the surroundings including the disposal of unserviceable materials with all lead and lift. (i) R.C.C. work, Foundation, Road works (Reinforcement/ steel work to be submitted to the engineer in charge/authority. |
| 24 | Dismentling steel work including distempering and stacking the materials with 10km lead and lift. |
| 25 | Dismantling and reinstallation of expanded metal or I.R.C. fabric with necessary battens, beadings, and framework, including sorting and stacking of serviceable materials, with all lead and lift. |
| 26 | REMOVING OF PAVER BLOCK of tiles or any other type of flooring including the screed below and carting away the debris as directed.with 10km lead and lift |
| 27 | Site Clening and grubbing the land including uprooting rank vagetaion, grass, bushes, shrubs, saplings and trees girth up to 300 mm, remove of stumps of trees cut earlier and disposal of unserviceable materials upto all lift & lead. complete. |
| 28 | Shifting / relocation of existing electrical cable (XLPE/PVC/Armoured / LT / HT / 1.1 kV / 11 kV), including careful dismantling, excavation of trench in all kinds of soil, providing sand bedding, protective bricks / slabs / pipes, re-laying of cable at new approved alignment, jointing and termination with approved kits, backfilling, surface restoration to original condition, testing, commissioning, and making the system operational, complete as directed by Engineer-in-Charge. |
| 29 | Shifting / relocation of existing pipeline (GI / DI / HDPE / UPVC / MS / RCC) including careful dismantling of existing pipeline, excavation of trench in all kinds of soil, providing necessary supports, re-laying of pipeline at new approved alignment, jointing with required fittings and specials, testing for leakage, backfilling with selected excavated earth, watering, ramming, and restoration of surface to original condition, complete as per specifications and directions of Engineer-in-Charge. The dismantled pipes shall be carefully stacked and handed over to the Department within a radius of 5 m from the site, as directed by the Engineer-in-Charge. |
| 30 | Dismantling and removal of existing sewage pipeline of any diameter and material (RCC / PVC / CI / HDPE), including excavation where required, cutting, breaking joints, lifting, stacking serviceable materials as directed, disposal of unserviceable debris outside the site, backfilling, leveling, and making good the disturbed area complete, as per site conditions and instructions of the Engineer-in-Charge. The dismantled pipes shall be carefully stacked and handed over to the Department within a radius of 5 m from the site, as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
