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| 1 | Sub Head |
| 2 | a) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 3 | c) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 4 | Slab Culvert 1.50 mtr. span, 3.61 mtr height. 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 |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10i) Nominal mix 1:3:6 |
| 6 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. a)Coursed Rubble msonary (first sort) In 1:3 cement mortar |
| 7 | b) Coursed rubble masonry (2nd sort)In cement mortar 1:3 |
| 8 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8Sandyr material |
| 9 | 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 |
| 10 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For nominal mix 1:2:4 |
| 11 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C M 25 |
| 12 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 |
| 13 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 14 | Painting Two Coats on New Concrete SurfacesWhite washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 15 | Slab Culvert 2.00 mtr. span, 3.64 mtr heigh. 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. |
| 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 . i) Nominal mix 1:3:6 |
| 17 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. a)Coursed Rubble msonary (first sort) In 1:3 cement mortar |
| 18 | b) Coursed rubble masonry (2nd sort)In cement mortar 1:3 |
| 19 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material |
| 20 | 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 |
| 21 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For nominal mix 1:2:4 |
| 22 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 |
| 23 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 |
| 24 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 25 | Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 26 | Slab Culvert 4.00 mtr.span, 4.03 mtr height. 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 side. I. Ordinary Soil. (I) Upto 3 m depth. |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 28 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. II) Coursed Rubble Masonry (2nd sort). ii) In 1:4 Cement mortar. |
| 29 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5) |
| 30 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 31 | 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 |
| 32 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. III) R.C.C. grade M 20 |
| 33 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 |
| 34 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5, II) R.C.C. grade M 25 |
| 35 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. (I) Nominal mix 1:2:4 |
| 36 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 37 | Slab Culvert 6.00 mtr. span, 6.01mtr height. 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 side |
| 38 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C grade M 10. i) Nominal mix 1:3:6 |
| 39 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. a)Coursed Rubble msonary (first sort) In 1:3 cement mortar |
| 40 | b) Coursed rubble masonry (2nd sort)In cement mortar 1:3 |
| 41 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material |
| 42 | 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 |
| 43 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For nominal mix 1:2:4 |
| 44 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 |
| 45 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 13.16 x 0.40 x 0.15 = 0.79 cum |
| 46 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 47 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 48 | RETAINING WALL . Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 49 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 Nominal mix 1:3.6 |
| 50 | Reinforced cement concrete work in foundation, footing, bases of columns etc. excluding the cost of centering and shuttering a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 51 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, E RCC Grade M20 Height upto 5.00 mtr, Using Concrete mixture |
| 52 | Reinforcement of RCC work including bending, binding and placing in position complete. Cold twisted bar |
| 53 | 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, 75 mm dia |
| 54 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification(ii)Sandy materials |
| 55 | Gabion Structure 2.00 mtr Ht. Earthwork in excavation of foundation of struture as per drawing technical specification, i/c setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sites and bottom and back filling with approved mat |
| 56 | Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2) |
| 57 | R.C.C Bridge :- 10.00 m span. (I) Upto 3 m depth. 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 side. I. Ordinary Soil. |
| 58 | ii) 3.00 mtr to 6.00 mtr depth |
| 59 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. |
| 60 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification. (I) Nominal mix 1:3:6 |
| 61 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification (a) Sandy material |
| 62 | 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 |
| 63 | Drainage spouts complete as per drawing and technical specification clause 1209. |
| 64 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification.(a0RCC grade M 25 |
| 65 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification . |
| 66 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification .(a) RCC grade M 30 |
| 67 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications . |
| 68 | Providing and laying a buried expansion joint, covered with 12mm thick, 200mm wide galvanised weldable structure steel plate as per IS:2062, placsd symmetrical to centre line of the joint,resting freely over the top surface of the deck concrete,welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c alond the centre line of the plate, as per technical specification Clause 1204. |
| 69 | Providing and laying wire created made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mm x 100mm mesh(woven diagonally) 4 mm dia i/c 10% extra for laps and joints laid with stone boulders weighing not less than 40kg each. Please Enable Macros to View BoQ information |
