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| 1 | Clearing grass and removal of rubbish up to a distance of 30 meters outside the periohery of the area as per Technical Specification clause 201 . S.O.R item no. 2.02 |
| 2 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m S.O.R item no. 3.06 |
| 3 | (Loosening of the ground a level of 500 mm below the sub-grade level , watered, graded and compacted in layers to meet requirement of Table 300-2 for subgrade construction)S.O.R item no. 3.20 Case- I |
| 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. S.O.R Item no. 3.18 (II) |
| 5 | Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification . S.O.R 4.01 B (I) |
| 6 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing .SOR item no. 6.02 |
| 7 | E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 8 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 9 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (b) |
| 10 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Masonry Work in Cement Mortar 1:3 in S/SS.O.R. Item No. 13.4 A |
| 11 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 12 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 13 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204S.O.R. Item No. 13.2 |
| 14 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.S.O.R. Item No. 3.13 I A |
| 15 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3S.O.R. Item No. 16.9 |
| 16 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)S.O.R. Item No. 12.8 A |
| 17 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)S.O.R. Item No. 12.7 (a) |
| 18 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Coarse Rubble Masonary in C.M. (1:3) in sub-structureS.O.R. Item No. 13.4 B |
| 19 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15)S.O.R. Item No. 13.5 A (p) |
| 20 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)S.O.R. Item No. 13.5 B (p) |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.5 F (p) Case I |
| 22 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 13.6 |
| 24 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204S.O.R. Item No. 13.3 |
| 25 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7S.O.R. Item No. 13.8 |
| 26 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 13.9 (B) |
| 27 | Earth work in excavation in foundation in ordinary soil by manual means of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of slumps and other deleterious matter, dressing of side and bottom, backfilling the excavation Earth to the extent required and utilising the remaining Earth locally for road work.S.O.R. Item No. 3.13 (i) B |
| 28 | Construction of dry rubble flooring at cross drainage works for relatively less important works.S.O.R. Item No. 16.09 |
| 29 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15S.O.R. Item No. 12.08 A |
| 30 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. |
| 31 | Stone masonry work in cement motor 1:3 in substructure complete as per drawing and technical specification.square rubble coursed rubble masonry (first sort)S.O.R. Item no. 13.04 B |
| 32 | Plain/reinforced cement concrete in substructure complete as per drawing and technical specification. Height upto 5m.RCC grade M15S.O.R. Item no. 13.05 A (p) |
| 33 | Plain/reinforced cement concrete in substructure complete as per drawing and technical specification. Height upto 5m.RCC grade M25S.O.R. Item no. 13.05 F (p) |
| 34 | Supplying fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification. S.O.R. Item no. 13.06 |
| 35 | Plastering with cement motar (1:3) on breek work in sub structure as per technical specification.S.O.R Item no. 13.03 |
| 36 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.including cost of watering taxes royalty all complete as per specification and direction of engineer in charge.S.O.R. Item No. 5.1.1 + 5.1.2 [BCD] |
| 37 | Providing sand filling in Foundation including cost of watering taxes royalty all complete as per specification and direction of engineer in charge.S.O.R. Item No. 5.1.10 [BCD] |
| 38 | Providing designation 75A one brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per specification and direction of engineer in charge. S.O.R. Item No. 5.6.3 [BCD] |
| 39 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 5.3.1.2 [BCD] |
| 40 | Providing Brick Masonary[1:4] complete as per drawing and Technical Specifications S.O.R. Item No. 5.2.2 [BCD] |
| 41 | Providing Plaster with Punning [1:6] complete as per drawing and Technical Specification .S.O.R. Item No. 5.7.3 [BCD] |
| 42 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20)S.O.R. Item No. 5.3.2.1 [BCD] |
| 43 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. S.O.R. Item No. 5.5.5 A[BCD](a) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)} |
| 44 | Chips |
| 45 | Steel |
| 46 | Brick |
| 47 | Cement |
| 48 | Add 18% GST Amount |
| 49 | Add 1% Labour Cess Amount Please Enable Macros to View BoQ information |
