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| 1 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 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) including cost conveyence of all materials , labour,T&P royalty and taxes etc. as requred for the work complete as per direction of Engineer in charge. |
| 2 | Construction of embankment with materials deposit at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. including cost conveyence of all materials , labour,T&P royalty and taxes etc. as requred for the work complete as per direction of Engineer in charge. |
| 3 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 4 | 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. |
| 5 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 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. |
| 6 | Providing and laying 60mm thick inter locking paver blocks of approved shade, design having minimum compressive strength 35N/mm² over a layer of 50mm thick compacted sand laid over sub-base and compacted with vibrator including cost, conveyance, royalty and taxes of all materials complete and as per direction of Engineer-in-charge. |
| 7 | Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984.including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc over 50mm thick sand. complete in all respect conforming to IRC SP - 63:2018.including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 9 | Painting Two coats of synthetic enamel paint on concrete surface over a coat of primer of approved quality, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor). |
| 10 | Providing & laying C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 11 | Providing & laying CC of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 12 | Providing and Laying Reinforce Cement Concrete Pipe NP-2 of 100mm dia for road crossing on first class beding of granular material in single row or multiple row including fixing collar with cement mortar 1:2 including cost of pipe,cost of labour T&P , Royalty and taxes including loading and unloading etc. complete as required for the work complete as per direction of the Engineer-in-charge. |
| 13 | Supplying and fixing of Monolith / Pylon Signage made out and supporting and braces 80mm x 80mm x 3mm stainless steel square pipe structure covered with 4mm thick Aluminium composite panel as per the colour and design with MS base plate of 12 mm thick. Monolith/Pylon signage Alphabet / Numerical and printed logo in (English& Odia) Made of using super high efficiency retro reflective (confiming to IRC-67-2012) sheeting on 4mm Aluminium composite panel over which alphabets and numerals are made digitally printed with MSC warranty laminated using 1170c over laminated film as per colour and design etc. complete and direction of Engineer Incharge. |
| 14 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick Aluminum composite material sheet depending on the size of the sign over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of Irc 67. as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 15 | 60 cm circular (Speed limit) |
| 16 | 90 cm equilateral triangle |
| 17 | 90 cm Octagon (stop) |
| 18 | R.C.C. work of M-20 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 19 | Cover Slab |
| 20 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) Please Enable Macros to View BoQ information |
