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| 1 | Earth work in excavation of foundation trenches in HARD soil up to the required depth including dressing and leveling the bed and depositing the excavated materials away from the site with all leads and lifts, T&P labour required for the work etc. complete as directed by the Engineer-In Charge. |
| 2 | Supplying and filling in foundation and plinth with sand including well watering, ramming, including cost, conveyance and royalities of all materials and cost of all labour with T&P required for the work etc. complete as per direction of Engineer-In-Charge. |
| 3 | Filling in foundation and plinth with excavated earth including laying in layers not exceeding 23cm.(9”) thick including well watered & rammed with all labour T&P required for the work etc. complete in all respect as per specification & direction of E.I.C. |
| 4 | Cement concrete (1:3:6) in foundation and plinth using 4 cm. size hard granite crusher broken metal of approved quarry and approved quality including hoisting lowering laying concrete in layers not exceeding 0.15 M. in depth including compacting watering and curing etc, complete including cost ,conveyance, royalities & of all materials and cost of labour etc with T&P required for the work etc. complete as per specification & direction of Engineer-In-Charge. |
| 5 | Cement concrete (1:2:4) in foundation and floors using 12 mm (½ \\") size black hard hand broken granite stone chips of approved quality from approved quarry including lowering laying concrete watering and curing etc. complete to required levels laid in layers not exceeding 0” – 6” thick including cost, conveyance, royalties and all taxes of all materials and cost of all labour with T & P required for the work complete. |
| 6 | RCC work M-20 having a minimum compressive strength 200kgs/cm2 in 15cm.cubes at 28 days after mixing and tests conducted in accordance with IS.456 and IS.516 using 12mm.to 20mm. size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compact concrete by using vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance ,royalities & testing of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per specification & direction of E.I.C.(but excluding cost of M.S Rod or Tor Steel & binding wires) |
| 7 | Column Base Footing |
| 8 | Plinth Band |
| 9 | Column & Roof Beam |
| 10 | Roof Slab |
| 11 | Cutting straightening HYSD Bars/High tensile tor steels, confirming to FE -500 grade bending binding welding and jointing if necessary and tying the grills and placing in position as required for RCC work and for providing fan hooks hoisting lowering and laying including cost, conveyance of HYSD bars/High tensile tor steels and binding wires of 18 to 20 gauge and labour required for the work for bending binding and tying the grills in all floors etc. complete as per direction of E.I.C(Measurement will be taken excluding cost of binding wire)and payment will be made on the weight of M.S or tor steel only). |
| 12 | Fly Ash Brick masonary in C.M.(1:6) using Fly Ash Bricks of size 25cm.x12xm.x 8 m. having crushing strength not less than 75 kgs./cm2 after immrersing the bricks for six hours in water before use in Foundation & Plinth including splays cutting, circular moulding corbelling, champhering and similar such type of works with watering and curing etc .including cost, conveyance, royalities and taxes & testing of all materials & of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-In-Charge. |
| 13 | Fly Ash Brick masonary in C.M.(1:6) using Fly Ash .Bricks of size 25cm.x12xm.x 8 m. having crushing strength not less than 75 kgs./cm2 after immrersing the bricks for six hours in water before use in Superstructure including splays cutting, circular moulding corbelling, champhering and similar such type of works with watering and curing etc .including cost, conveyance, royalities and & testing of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-In-Charge. |
| 14 | Supplying fixing and fittings MS Door, window grills, MS verandha grills and MS grill gate of approved design and drawing made out of MS flat and MS angle at work site with one coat of anticorrosive red oxide zink chrome primer including cutting holes in brick or RCC walls and fixing with CC (1:3:6) including cost, conveyance and royalty of all materials all labour T&P required for the work complete (payment will be made on weight basis only)(In all floors) |
| 15 | 16mm.thick cement plaster(1:6) finished smooth surface of walls after racking out the joints including watering and curing with cost ,conveyance, royalities of all materials and cost of labour with T&P required for the work etc. complete as per direction of Engineer-In-Charge. |
| 16 | 12mm.thick cement plaster in C.M. (1:6) in finished smooth to surface of walls after racking out the joints including watering and curing with cost ,conveyance, royalities of all materials and cost of labour with T&P required for the work etc. complete as per direction of Engineer-In-Charge. |
| 17 | Providing 6mm thick cement plaster in cement mortar (1:4) finished smooth in RCC surface, ceiling & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.(In all floors) |
| 18 | Painting Two coats with Enamel paint on Old/new wood work after cleaning the surface, sand papering etc. including cost and conveyance of all materials, cost of paint with all taxes and cost of all labour with T & P required for the work etc. complete in all respect as directed by Engineer – in – Charge. |
| 19 | Distempering 2 coats with any approved shade over the interior surface of walls using distemper including cost, conveyance of all materials including cost of distemper with all taxes and cost of all labour with T & P required for the work etc. complete as directed by the Engineer – in – Charge. |
| 20 | Painting 2 coats with water proofing weather coat over a coat of primer of approved shade by means of brush to outside surface of walls complete in all floors with cost, carriage and all taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per direction of the Engineer – in – Charge. |
| 21 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m etc. complete as directed by the Engineer-In Charge. |
| 22 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per Technical Specifications and as per Clause - 305.3.4 of MoRT&H Specifications for Road & Bridge works. |
| 23 | Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 24 | Supplying and fixing of 80 mm thick cement concrete interlocking paver block of M-40 grade of approved make,desigh,colour, and size made by Block making machine with proper compaction Laid in required pattern etc. including cost conveyance taxes of all materials all labour T&P etc. complete as directed by the Engineer in charge |
| 25 | Supplying and fixing of pre cast kerb stone of size 600 mm x 300 mm x 150mm of M30 grade of approved make.design colour and size made by block making machine with proper compaction fixed in requied pattern etc.complete in all respect conforming to IS 5758:1984 |
| 26 | PCC Work M – 20 having a minimum compressive strength 200kgs/cm2 in 15cm.cubes at 28 days after mixing and tests conducted in accordance with IS.456 and IS.516 using 20mm.& down graded black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compact concrete by using vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance ,royalities and taxes & testing of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per specification & direction of E.I.C |
| 27 | Filling in foundation and plinth with excavated earth including watering ramming cost of labour with T & P required for the work etc. complete as directed by the Engineer – in – Charge. Please Enable Macros to View BoQ information |
