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| 1 | Earthwork in excavation for bridge works in all kinds of soil, by mechanical means utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge. |
| 2 | Supplying, fitting, fixing 8mm thick permanent steel liner plate for piles including cost of all materials, labour for cutting, bending, welding, installation,all required T & P and machinery etc. complete as per section 1100, 1900 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of the Engineer-in charge. |
| 3 | Providing, driving and installing bored cast in situ RCC of grade M-35 for pile of 1200mm dia to carry a safe load not less than specified in the drawing excluding cost of steel liner & reinforcement steel but including cost of shoe and length of pile to be embedded in pile cap etc complete, concrete produced by batching, using required quantity of admixture as per IS:9103-I and as per section 900, 1000, 1100, 1500 & 1700 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of the Engineer-in charge. |
| 4 | Sinking of steel liner plate for pile including cost of all labour & machinery etc complete as per specification & direction of the Engineer in charge. |
| 5 | Earthwork in excavation for Road /CD works, toe wall/ retaining wall, R.C.C culverts/ box culverts and other structures in hard soil including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering from foundation if required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 304 & 301 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 Plain cement concrete of grade M-15 in foundation , substructure of bridge works, drain & protection wall etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision) as per direction of the Engineer-in-charge. In Foundation |
| 7 | Upto Bed |
| 8 | Above Bed |
| 9 | Providing and filling clean sand of approved quality for construction of drainage layer and foundation trenches of structures filling in wells in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 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 the Engineer-in-Charge. |
| 10 | Providing RCC of grade M-30 in well cap, substructure, super structure & approach slab etc. as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.Abutment and Pier Shaft |
| 11 | Abutment & Pier Caps |
| 12 | Dirt Wall. |
| 13 | Wing Wall |
| 14 | Approach Slab |
| 15 | Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished) |
| 16 | Providing RCC of grade of M35 in pile cap as per approved drawing and technical specifications using high strength approved quality cement and aggregate conforming to table 1000-1 with form work complete as per Section 1000, 1100 1500 1600, 1700, 2200, 2300, 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. R.C.C M-35 in Pile Cap |
| 17 | Supply of HYSD bars confirming to grade S-415 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 royalities of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) & as per direction of Engineer-in-Charge. |
| 18 | Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge. |
| 19 | Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge. |
| 20 | Providing and fixing Helical Piped in Voided Concrete SlabCorrugated Void Slab (800 mm x 600 mm Galvanised) |
| 21 | End Cone Conical Shape 800 mm x 400 mm (Length 800 mm) |
| 22 | Copper for Void Former |
| 23 | Providing& laying 600mm. thick filter media in the rear of abutment & wing walls with 45mm. size & down graded clean hand broken granite metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost,conveyance, royality & taxes of all labour, materials T&P articles required for the work etc. complete. |
| 24 | Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 12 mm size h.g chips etc. complete as per specification & direction of Engineer-in-Charge. |
| 25 | Providing and laying 50 mm thick mastic asphalt wearing course in 2 layer of 25mm each 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 cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 512 of MOST specification for Road & Bridge works. |
| 26 | Provision and Reinforced cement concrete(M40) crash barrier at thr bridge desk & approches to bridge structure, constructed with with reinforced cement concrete with HYSD Reinforcement conforming MoRth specification and as per detail given IRC - 5 including dowel bar, Expansion Joint filled with pre- moulded asphalt filler board etc. and approved drawing and at location directed by the engineer all as specified. |
| 27 | R.C.C. M-40 Grade in Deck slab / Cross girder / diaphragm including cost of all materials, labour charges for machinaries, T & P, centering and shuttering, charges for suspended type staging / centering and shuttering, supported on girders with M.S. bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete. |
| 28 | Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab as per technical specification part I / II of clause 2705 of specification road and bridge work MORT&H (4th revision) including full compensation to all operations, all inclusive costs, contigencies, incidental involved for the finished defect free item of work complete to specificaton & as directed by engineer or his representative to satisfaction. |
| 29 | Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.Granular Material |
| 30 | Sandy Material |
| 31 | Providing, fitting and fixing Madular strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 32 | Dismetalling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, sorting the dismentalled material, disposal of unserviceable material and stacking the serviciable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.1 |
| 33 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.1000 mm dia Single row |
| 34 | Cement washing two coats including all cost , carriage & royality etc complete |
| 35 | Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 36 | Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms , disposal of stuff including all labours , T&P article as per specification for road & bridge work. |
| 37 | Providing & furnishing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods and watering etc complete as per Clause 307 of MORT&H Specification for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 38 | Providing & construction of Granular subbase by providing crushed stone close graded materials of Grading-III as per table 400-1, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density complete as per Clause-401 of MoRTH specifications for Roads & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 39 | Providin, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant/pugmill, 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 MoRTH specifications for road & bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 40 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-2) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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 wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 507 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge. |
| 41 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm per using mechanical means as per clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per specification and direction of Engineer-in-Charge |
| 42 | Providing bituminous Tack Coat of bituminous materials @ 0.20 kg /Sqm on existing Bituminous surface including labour for cleaning the existing Bituminous surface , cost, conveyance, royality of bitumen, hire & running charges of mechinaries and T &P etc complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501 & as per direction of Engineer-in-Charge.. |
| 43 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of viscosity grade bitumen of VG-30, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause 501.5.2 & 504 of MoRT&H Specifications for road and bridge works (5th Revision) as per direction of the Engineer-in-Charge. |
| 44 | Loosening, 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 tsble 300-2 for embankment construction & as per clause 305 of MoRT&H specifications for road & bridge works(5th revision) and as per direction of the Engineer-in-Charge. |
| 45 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, grading to required slope and compacting with PRR to bring it upto OMC condition as per requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(4th Revision) etc. complete including cost, conveyance, royality of all materials to site as per direction of Engineer in Charge. (Payment will be made on compacted thickness and as per level section only)By Mechanical means Please Enable Macros to View BoQ information |
