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| 1 | Earth work in excavation of foundation of structure as per drawing and technical specification including setingout, construction of shoring and bracing renewal of stumps dressing of side and bottom back filling the extra earth to required. |
| 2 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 3 | Reinforced Cement Concrete, Grade M-25 in Well Foundation complete as per Drawing and Technical Specification placing.(Well Curb) |
| 4 | Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing and Technical Specification. |
| 5 | Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.i) depth below bed level up to 3.0M |
| 6 | Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. ii) depth below 3.00 to 10 M |
| 7 | Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. iii) Beyond 10.00 |
| 8 | PCC Grade M 25 in BOTTOM PLUG Case-II. using batching plant and manual placing |
| 9 | PCC M 25 IN INTERMEDIATE PLUG Case-II. Using batching plant and manual placing |
| 10 | Sand filling in foundation tranches as per drawing and technical specification |
| 11 | Reinforced Cement concrete grade - M 30 in WELL CAPS Case-II. using batching plant transit mixer and manual means. |
| 12 | RCC M 30 in SUBSTRUCTURE in Piers, Pier caps, Abutment columns, Abutment beams, Back Walls & Wing walls etc. |
| 13 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in piers caps |
| 14 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment columns |
| 15 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment top beams |
| 16 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in back walls |
| 17 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in wing walls |
| 18 | RCC M 35 in super structureslab, beams, Back Walls & Wing walls etc. |
| 19 | Supplying, Fitting and Placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 20 | Supplying, Fitting and Placing HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications. |
| 21 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty). S.I. 253 |
| 22 | Reinforced cement concrete approach slab RCC Grade M30 including form work complete as per drawing and Technical specification |
| 23 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 24 | Supply and fixing of PVC pipes (working pressure 6 kg / cm 2 )100 mm dia As per SOR Ch-1 Sl -24 |
| 25 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications (with Local sand) |
| 26 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 27 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring |
| 28 | Drainage Spouts complete as per drawing and Technical specification |
| 29 | Construction of embankment with approved material obtained from borrow pits with all lifts and 2 Km leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (compacted soil (95% proctor density) including royalty on earth, earth, excavation to be in the from of regular pits not exceeding 1/2M (20inch) in depth and earth work in embankment to be in 20 cm thick layers including ramming and dressing the surface to required level and slopes and labour T&P etc. required for proper completion of the work.) |
| 30 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. |
| 31 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405) |
| 32 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405) |
| 33 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 34 | Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 35 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 508) |
| 36 | Providing and laying seal coat by manual means with VG-10 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. |
| 37 | Construction of shoulders with approved material obtained from borrow pits with all lifts and 1 km leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Including royalty. |
| 38 | Brick edging on both sides of the road of first class bricks 8 cm (3\\") wide and 12 cm. 4½\\"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. |
| 39 | Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8\\" depth of local sand over the subgrade & including supply of all materials. |
| 40 | Construction of Un reinforced dowel jointed at expension and construction joint only,plain cement concrete pavement thickness as per design over aprepared sub base with 43 grade cement M 30 grade coarse and fine agg conforming to IS 383 max size of coarse agg not exceeding 25 mm mixed in a concretemixer of not less then 0.2 cum capacity and appropriate way batcher using approved mix design , laid in approved fixed side foam work (steel channel), laying and fixing of 125 micron thick polythene , wages, steel plate including levelling foam work as per drawing , spreading concrete with showels , rakes, compacted using needle , plate vibrator and finished in continious operation including provision of contraction and expension , construction joints , primer sealent , dowel bars for 14 days curing compound and water finishing to lines and grade as per drawing and tech specification clause1501. |
| 41 | Providing and laying filter media under pitching laid dry in front of toe of embankment complete as per drawing and technical specifications. |
| 42 | Providing and laying stone boulder pitching using 25-60 kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications (MORT&H Specification no 2504) |
| 43 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 |
| 44 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3:6) |
| 45 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203 |
| 46 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification clauses 613 & 1204 |
| 47 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M20) |
| 48 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 49 | Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. |
| 50 | Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes Please Enable Macros to View BoQ information |
