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| 1 | Supply and laying of empty cement bags filled with local earth sand and carriage up to site of work including stiching loading and unloading stacking and also including supply of all material labour T&P required for proper completion of the work etc.as per direction of Engineer In charge. (Ch. 19 New Item no. 1 |
| 2 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 5m dia. Well. |
| 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. MORT&H 15.01 & Technical Specification cluase no. 304 |
| 4 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and MoRTH Item Sr no. 12.10, Technical Specification clause 1200 & 1900 |
| 5 | M-25 Reinforced Cement Concrete, in Well Foundation ( in well curb ) complete as per Drawing and MoRTH item Sr no. 12.11 A (ii) and Technical Specification clause 1200, 1500 & 1700. using Batching plant and concrete pump. |
| 6 | Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing MoRTH Item Sr no. 12.11 B VII and Technical Specification clause 1500, 1700 & 2100 . Using concrete mixer. |
| 7 | Sinking of 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 & MoRTH Item Sr no. 12.12 A and technical specifications Secton 1200. Depth of sinking is reckoned from bed level. i) depth below bed level up to 3.0M |
| 8 | ii) depth below 3.00 to 10 M |
| 9 | iii) Beyond 10.00 to 18.00 M |
| 10 | Plain/Reinforced Cement Concrete, M 25 Grade in Well Foundation complete as per Drawing and MoRTH item no. 12.11 C (ii) case I and Technical Specification clause 1200, 1500 & 1700 in BOTTOM PLUGGING using batching plant and concrete pump. |
| 11 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and MoRTH item Sr no. 12.11 D and Technical Specification clause 1200, 1500 & 1700 PCC M 20 IN INTERMEDIATE PLUGGING, using batching plant and concrete pump. |
| 12 | Sand Filling in Wells complete as per Drawing and MoRT&H item Sr no. 12.21 & Technical Specifications clause 1207. |
| 13 | Plain/Reinforced Cement Concrete M 30, in Well Foundation complete as per Drawing and MoRTH item no. 12.11 F (iii) as per technical specification clause 1200, 1500 & 1700 RCC in WELL CAPS using concrete mixture. |
| 14 | RCC M 30 in SUBSTRUCTURE in Piers, Pier caps, Abutment columns, Abutment beams, Back Walls & Wing walls etc. as per MoRT&H item no. 13.05 G Technical specification clause 1500, 1700 & 2200 using batching plant and concrete pump. |
| 15 | Furnishing and placing RCC/PSC Grade M35 in superstructure as per drawing and MoRT&H item no. 14.01 D & Technical specification clause 1500, 1600 & 1700 for Deck slab, Kerb using batching plant and concrete pump. |
| 16 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 17 | Supplying, Fitting and Placing uncoated HYSD bar Reinforcement in Foundation, sub structure & Super-Structure complete as per Drawing and MoRT&H Item no. 12.40, Technical Specifications clause 1600 |
| 18 | Drainage Spouts complete as per drawing and MORT&H S.No. 14.09 Technical specification No. 2705 |
| 19 | Cement concrete wuth 2cm gauge stone grit,coarse sand and cement in the proportion of 4:2:1 in foundation including supply of all material, labour and T&P etc. required for proper completion of work as per direction of E/I (VT COLUMN BASE) |
| 20 | Supply and fixing of 100 mm dia PVC pipe for services in footpaths per drawings SOR Basic rates item No 24 |
| 21 | 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 MoRT&H item Sr no. 13.14 |
| 22 | 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 compliance to the manufacturer's instructions for installation as per MoRT&H item Sr no. 14.22 & technical specification 2607 |
| 23 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications. |
| 24 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000 m as per MORT&H item Sr no. 3.14 & Technical Specification Clause 305 |
| 25 | 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 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD item no. 4.1, Technical Specificatin Clause 401. |
| 26 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, mixing with 4% cement (OPC), with rotavetor, 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 MoRD item no. 4.1, Technical Specification Clause 405) |
| 27 | 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 MoRD item no. 5.2, Technical Specification Clause 503. |
| 28 | 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 MoRD item no. 5.9, Technical Specification Clause 508) by manual means |
| 29 | 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 MoRD item no. 5.12 case III, Technical Specification Clause 510 by manual means |
| 30 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 |
| 31 | 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. As per SI No 763 |
| 32 | Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc of Size 900 mm X 600 mm. As per MoRTH specification one each side (Rate as per Traffic Sign Sr.No.13 SOR Lucknow) |
| 33 | Providing and laying filter material underneath pitching in slopes, complete as per drawing MoRT&H item no. 15.5 and technical specifications 2504 |
| 34 | 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 MoRT&H item no. 15.4 and technical specifications 2504. |
| 35 | 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 and Fixing with Plain/Reinforced Cement Concrete Grade M-25 in foundation complete as per Drg. and Technical Spec'ns. (Lko SOR Item no 26 Ch. 26) |
| 36 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. MORT&H 15.01 & Technical Specification cluase no. 304 |
| 37 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per MORTH item no. 12.4, Technical Specification 2100 |
| 38 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.as per MORTH item no. 12.5, Technical Specification 1300 |
| 39 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per MORTH item no. 13.3, Technical Specification 1300 & 2200 |
| 40 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.As per MORTH item no. 12.8 B, Technical Specification 1500,1700 & 2100 PCC Grade M20 |
| 41 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m as per Technical Specification Clause 302.3 |
| 42 | Providing concrete for plain/reinforced concrete in 1:3:6 open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 43 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 44 | Supply and laying of compacted 40 mm gauge brick ballast around and below hume pipe. As per S.I. No.-NSI 6 |
| 45 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204 |
| 46 | Providing concrete for plain/reinforced concrete in 1:2:4 open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 47 | Providing and laying reinforced cement concrete 1000 mm pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. |
| 48 | Supply of 350 mm dia hume pipe. As Per NSI No.-5 (iv) |
| 49 | Laying of 350 mm dia hume pipe. As Per NSI No.-5a (iv) |
| 50 | Providing & fixing Km Stone, Hectometer Stone etc complete. Please Enable Macros to View BoQ information |
