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| 1 | Dismantling of existing CD & structure by manual means including disposal of unserviceable materials & stacking serviceable materials upto 1000 m lead with cost of all labour, machinery etc. complete as per direction of Engineer-In-Charge. |
| 2 | Earth Work in excavation for foundation with all leads and lifts including all labour, T&P articles, safety measures, incidentals, dewatering, removal of stumps and other deleterious materials and disposal up to a lead of 50mtr, dressing of side and bottom as necessary for the work etc.complete as per the specification and direction of the Engineer-in-charge. |
| 3 | Providing and filling manually with approved quality of sand in layers not exceeding 150mm thick including all labour charges for spreading, laying, levelling to the proper camber, cost of watering required for the work including cost, conveyance, royality and taxes of sand labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge. |
| 4 | Providing Cement Concrete (1:3:6) with 40 mm and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days with cost, conveyance, royality , taxes of all materials required for the work, hire and running charges of machineries and labour with T & P required for the work etc. complete in all respect as per the specification and direction of the Engineer-in-charge. |
| 5 | R.C.C. M-15 Grade of CD & structure work using 40 to 10 mm size crushed stone agrregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour , machinery etc. complete as per direction of Engineer-In-Charge.a). In Foundation bed as levelling course |
| 6 | b). In Foundation with formwork |
| 7 | R.C.C. work in C.C. M-30 grade in different items of Bridge with form work using 20 mm to 10mm size hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying & compacting concrete watering and curing for 4 weeks including smooth, rigid centering, shuttering & finishing the exposed surface smooth with cost, conveyance, royalities and taxes of all materials and labour, T& P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or tor steel and binding wire and labour charges for straightening, cutting, beinding, binding etc. and tying the grills and placing in proper position as per direction of the Engineer-in-charege.a). In Foundation raft |
| 8 | b). In Abutment and Pier Shaft |
| 9 | R.C.C. work in C.C. M-250 nominal mix (1:1.5:3) using 12 mm to 20mm size (20 mm not be exceed 25%) hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying & compacting concrete watering and curing for 4 weeks including smooth, rigid centering, shuttering & finishing the exposed surface smooth with cost, conveyance, royalities and taxes of all materials and labour, T& P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S rods or tor steel and binding wire and labour charges for straightening, cutting, beinding, binding etc. and tying the grills and placing in proper position as per direction of the Engineer-in-charege.a). RCC Slab |
| 10 | Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 11 | RCC M-30 grade in wearing coat including steel of CD work with formwork using 20 to 10 mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance , roaylity of all materials & cost of all labour , machinery etc. complete as per approved drawing & technical specificaiton and as per direction of Engineer-In-Charge. |
| 12 | RCC M-30 in Railling of Culvert for rails panel in 2 ties including cost, conveyance , roaylity of all materials & cost of all labour , machinery etc. complete as per approved drawing & technical specificaiton and as per direction of Engineer-In-Charge. |
| 13 | Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures including cost, conveyance, taxes of materials etc .complete as per drawing labour with T&P articles required for the work technical specification and direction of the Engineer-in-Charge. |
| 14 | Providing and laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges etc required as directed by Engineer-in-charge. |
| 15 | Providing back filling abutment wing walls & return wall using sand including cost conveyance , royality of all maerials & cost of all labour etc. complete as per approved drawing & technical specification as per direction of Engineer-In-Charge. |
| 16 | Finishing walls with weather coat of approved shade on new work/old work two coats to give an even shade including scaffolding, staging charges with cost, convyeyance, taxes of all materials, labour with T&P required for the work etc. complete as per specifiation and direction of the Engineer-in-Charge. |
| 17 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision). |
| 18 | Rough stone dry packing in approns & revetments with hard granite stone of 30cm.size & above having individual weight not less than 40kg. of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge. Hand broken granite stones should be stacked at work site in regular stacks for use in the work with all leads & lifts as per the specification and direction of the Engineer-in-charge |
| 19 | Supplying and lfixing 15 cm dia and 1.0m long guard post of C.C (1:2:4) including cost and conveyance , taxes of all materials, labours, with T&P required for the work etc.complete as per specification and direction of Engineer in charge |
| 20 | Clearing and grubbing road land including uprooting rank vegetation grass and removal of rubbish on both sides of the road to facilitate widening of berms, disposal of the stuff including all labour. T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge. |
| 21 | Supplying filling in foundation and plinth with sand in layers not exceeding 22.5cm (9\\") thick including watering and ramming with cost conveyance, royalities, taxes of the materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge. |
| 22 | Construction of Granular sub base by providing close graded granular sub base Grading -III material as per table 400.1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotravator at OMC, and compacting with vibratory roller to acheive the desired density complete as per Clause 401 of MoSRT&H specification for road & Bridge works (4th Revision) and direction of Engineer in charge. |
| 23 | Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) etc. complete as per direction of Engineer-in-charge. |
| 24 | Providing and applying primer coat with bitumen emulsion (M.S) including cleaning the existing granular base surface , removal of binding materials with wire brushes etc. including cost conveyanc, royality and taxes of all materials labour with T&P required for the work etc. complete as per specification direction of the Engineer-in-charge. |
| 25 | Providing and applying tack coat using bitumen of 60/70 grade grade @0.2kg per sqm on the prepared granular surface / bitumenous surface cleaning with hydraulic brooms including cost, conveyance, royality, taxes of all materials, labour with articles required for the work T&P etc. complete as per specification and direction of the Engineer-in-Charge. |
| 26 | Providing and laying 20mm thick Open Graded Premix Carpet using 13.2mm to 5.6mm size C.B.H.G. stone aggregates using mini Hot mix Plant over prepared surface using a total quantity of 14.6 kgs of 80/100 grade Bitumen per 10.0Sqm and compacting with 8 -10T power road roller including hire & running charges of PRR, T&P, cost conveyance royality & taxes of all materials,labour charges for cleaning the surface spreading laying and cambering premix carpet for finished item of work etc.complete as per the specification and direction of the Engineer-in-Charge. |
| 27 | Providing & laying 6mm thick pre-coated seal coat type-B using 0.06cum of 6.7mm size C.B.H.G.chips as per sieve analysis & 6.8kg of 80/100 grade bitumen per 10sqm including hire and running charges of PRR, Hot mix plant, tar boiler & all other T&P articles including cost, conveyance, royalty, taxes of all materials etc. complete as per specification and direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |