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| 1 | Dewatering during construction of Drain -do- -do- all complete job per specification and direction of E/I. by 10 HP diesel Pump ( (WRD PM-29) |
| 2 | Excavation for Structures (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 withapproved material.) S.O.R. Item No. 12.01.Ordinary soil A Manual Means (i) upto 3 m depth 60% (12.01 I(A) i) |
| 3 | Ordinary rock (not requiring blasting) 40% (12.01 II(A) i) |
| 4 | 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. 12.08 ( A) Case II |
| 5 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (C) RCC Grade M20 (Using concrete mixer) S.O.R. Item No. 12.08 C Case (II) |
| 6 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M20 Height upto 5m Using concrete Mixer S.O.R. Item No. 13.05 E(p) |
| 7 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 Height upto 5m Using concrete Mixer Abutment Cap/ BedS.O.R. Item No. 13.05 F(p) |
| 8 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M25 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5mS.O.R. Item No. 14.01 B(I) p |
| 9 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.04 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.06 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. 14.2 |
| 12 | Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. (W.R.D 6.1.16) |
| 13 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specificationsS.O.R. Item No. 13.08 |
| 14 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (Sandy material)S.O.R. Item No. 13.09 B |
| 15 | CULVERT-CD=Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (I) Ordinary Soil (Depth up to 3 m) S.O.R. Item No. 3.13 I B (I) |
| 16 | Providing and laying of dry Rubble Flooring complete as per drawing and Technical specifications.S.O.R. Item No. 16.09 |
| 17 | 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. 12.08 (A) Case II |
| 18 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry in C.M. (1:3) in foundationS.O.R. Item No. 12.07 (B) |
| 19 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsRandom Rubble Masonry in C.M. (1:3) in substructureS.O.R. Item No. 13.04 (A) |
| 20 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m(P.C.C. Grade M-15)S.O.R. Item No. 13.05 A (p) |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Height up to 5 m)(R.C.C. Grade M-20) Abutment Cap/ BedS.O.R. Item No. 13.05 B (p) |
| 22 | Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification (Height up to 5 m)(R.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. 13.05 F (p) Case I |
| 23 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.04 |
| 24 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specificationsS.O.R. Item No. 13.08 |
| 25 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specificationsS.O.R. Item No. 13.03 |
| 26 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.06 |
| 27 | Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. S.O.R. Item No.WRD 6.1.16 |
| 28 | G.WALL-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) B26:J26 |
| 29 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301(14.1)S.O.R. Item No. 16.04 A |
| 30 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203of pcc M15. S.O.R. Item No. 12.08 A case II |
| 31 | Stone masonry work in cement mortar in Random Rubble Masonry (1:3) foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203) item no- 12.07(B) |
| 32 | Stone masonry in cement mortar for in Random Rubble Masonry (1:3) substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 item no- 13.04(A) |
| 33 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)S.O.R. Item No.13.05 A(p) |
| 34 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing and technical specification Clauses 614, 709, 1204. item no- 15.14 |
| 35 | Pointing with cement mortar 1:3 for sub structure as per technical spcification .item no - 13.02 |
| 36 | Earth work in filling of foundation tracnches and back filling of flank in layer not exceding 150mm thick well watered rammed and compacted and finely dressed with suitable earth obtained from excavaion trenches and placed in a suitable profile within a lead of 30M and lift 1.5M complete job as per specification and direcation of E/I. (6.1.16) |
| 37 | Carriage of Materials - Cement |
| 38 | Steel |
| 39 | Stone Chips |
| 40 | Boulder |
| 41 | GST @ 18 % |
| 42 | Labour cess @ 1% Please Enable Macros to View BoQ information |
