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| 1 | Earth work in cutting in hard soil (over burdern earth) with all leads & lifts & depositing the excavated materials away from the working areas complete as per specification &direction of the Engineer-in-Charge including cost of all labour & T&P articles, Cess, required for the work etc. complete in all respect upto bed level. |
| 2 | Earth work in excavation of foundation in kinds of soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel. |
| 3 | Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge |
| 4 | Providing PCC M-15 of controlled quality having minimum cube strength of 150 Kg/cm2 on 150 mm cube at 28 days with clean hard crushed broken granite chipe of 40mm and down graded size of constitent with strength and cover of concrete etc. complete including hoisting, lowering laying in position in layers not exceeding 15cm thick including watering, curring, dewatering, shoring side shuttering if necessary at the time of laying concrete with cost and conveyance taxes royalty additional charges, DMF 10% & EMF 5% over royalty of all materials etc. with all labour and T&P required for the work complete as per direction of Engineer-in-charge.(With Frame work) |
| 5 | Providing RCC of design mix of M-300 grade of controlled qulity having cube strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers |
| 6 | compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, additional charges, DMF 10% & EMF 5% over royalty Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) |
| 7 | Abutment & Pier in foundation |
| 8 | Abutment and Pier shaft |
| 9 | Abutment & Pier cap |
| 10 | Dirt wall |
| 11 | Approach Slab |
| 12 | Deck Slab |
| 13 | Wing Wall / Retaining Wall |
| 14 | Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications as per clause 809, section 800 & 1000 of MoRTH specification for Road & Bridge works (5th Revision) including cost, conveyance, royalty, additional charges, DMF 10% & EMF 5% over royalty & other taxes of materials cost of labour, machinery, T&P etc complete as per direction of Engineer-in-charge |
| 15 | Providing HYSD bars confirming to approved grade including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor ) as per specification and direction of the Engineer in charge. |
| 16 | Providing & laying 56mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after claning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.20 mm nominal size @0.005 cum per 10 Sqm and at ana approximate spacing of surface is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface and cost, conveyance, Cess royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work complete as per direction of Engineer-in-charge |
| 17 | Rough stones dry packing in approns & revetments of designed thickness on slope using 30 cm & above size hard broken granite stones of approved quality free from weathering skin & from approved quarry including filling the interstices with small stones spalls etc. wth cost, conveyance, royalty, additional charges, DMF 10% & EMF 5% over royalty with all leads & lifts & taxes of all materials & labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50 Kg. ) as per specification & direction of Engineer-in-Charge. |
| 18 | Providing filter media in the rear of abutment & wing walls, return wall with 45mm. size clean hand broken granite metal of approved quality from approved quarry as per specification & direction of the Engineer-in-Charge including cost, conveyance royality, additional charges, DMF 10% & EMF 5% over royalty Cess & taxes of all materials T&P articles required for the work etc. complete as per direction of Engineer in charge. |
| 19 | Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge. |
| 20 | Back filling behind abutmment, wing walls & return walls using sand & boulder grouting including watering to complete saturation & ramming complete including cost. , conveyance, royalty, additional charges, DMF 10% & EMF 5% over royalty Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 21 | Boulder with sand grouted |
| 22 | Providing and laying tar papers of approved quality including all cost, carriage, taxes, Cess etc. complete as per specification and direction of E.I.C. |
| 23 | Gravel backing to revetments and slopes of road embankments with good laterite moorum conveying from stacks stacked at work site or at approved stacking yard with cost, conveyance royality, additional charges, DMF 10% & EMF 5% over royalty and other taxes of all materials and cost of all labour T&P required for the work complete in all respect and as per direction of the Engineer in charge. |
| 24 | Providing, fittng & fixing of Drainage Spouts in Deck slab as per approved drawing & technical specification and as per Section 2700 of MoRT&H specifications for Road & Bridge works (5th revision) including cost, conveyance & other taxes of materials , cost of labour, T&P etc complete as per per direction of Engineer-in-Charge |
| 25 | Providing supplying, fitting, fixing of expansion joint for the bridge works completely Including cost, conveyance, taxes, cess, all labour, T&P etc. completed as per specification and direction of Engineer-in-Charge |
| 26 | Strip seal expansion joint |
| 27 | Providing supplying, fitting, fixing of Salitex Board on the expansion joint board for the bridge works completely Including cost, conveyance, taxes, cess, all labour, T&P etc. completed as per specification and direction of Engineer-in-Charge |
| 28 | Painting two coats with any approved water proofing cement paint over a coat of primer with brush to wall surface after cleaning the surface including cost of the paint sand papering polishing the surface with cost, conveyance, royality of all materials and labour with T&P required for the work etc. complete as per direction of Engineer in charge. |
| 29 | Providing and fixing of typical SBY Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per the direction of the Engineer in charge (size 12\"x8\" (3657mm x 2438mm Rectangular) |
| 30 | Providing and fixing 15 cm dia and 1 m long guard post of RCC M-15 including cost, conveyance royality, Cess, taxes of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge. |
| 31 | APPROACH ROADLoosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-1 & 300-2 for embankment construction.as per technical specification clause 301.4. and as pr the direction of the Engineer in charge |
| 32 | 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 and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made on compacted level section) only |
| 33 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density etc including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge |
| 34 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406. of MoRD with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-in-charge. (Payment of earthwork will be made on compacted level section) only and as per direction of Engineer-In-Charge. |
| 35 | Providing & applying the primer coat with Bitumen Emulsion (SS-1) on prepared Surface of Granular base including cleaning of road Surface & spraying primer at the rate of 0.60kg/sqm using mechanical means as per technical specification Clause-502 of MoRD & as per direction of Engineer-in-Charge. |
| 36 | Providing & applying the tack coat with Bitumen Emulsion (RS-1) using emulsion distributor @ 0.30Kg/Sqm on the prepared granular surface treated with primer and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge. |
| 37 | Providing and laying bituminous macadam with hot mix plant using crusher aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (MoRD 5.3) of MoRD with cost of all labour, T&P and with cess, royality, additional charges, DMF 10% & EMF 5% over royalty and as per direction of Engineer-in-charge. (Payment of earthwork will be made on compacted level section) only and as per direction of Engineer-In-Charge. |
| 38 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of speficied grading premixed with bituminous binder of 60/70 penetration grade of bitumen , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for Road & Bridge works and all other T&P articles including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. |
| 39 | Fine dressing &Turfing with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per direction of Engineer-in-charge. |
| 40 | RETAINING WALLEarth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel. |
| 41 | Supplying & filling good clean river sand inside the well / approach road/ retaining wall including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty additional charges, DMF 10% & EMF 5% over royalty & taxes of all materials & cost of all labour & T&P required for the work complete (measurement will be taken for compacted section) as per direction of Engineer-in-Charge. |
| 42 | Providing PCC M-15 of controlled quality having minimum cube strength of 150 Kg/cm2 on 150 mm cube at 28 days with clean hard crushed broken granite chipe of 40mm and down graded size of constitent with strength and cover of concrete etc. complete including hoisting, lowering laying in position in layers not exceeding 15cm thick including watering, curring, dewatering, shoring side shuttering if necessary at the time of laying concrete with cost and conveyance taxes royalty additional charges, DMF 10% & EMF 5% over royalty of all materials etc. with all labour and T&P required for the work complete as per direction of Engineer-in-charge.(With Frame work) |
| 43 | In Foundation |
| 44 | In Sub-structure |
| 45 | Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge. Please Enable Macros to View BoQ information |
