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| 1 | Construction of 6 mtr Span RCC culvert |
| 2 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material upto 10000m as per direction of engineer- in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction. |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M10) Nominal Mix 1:3:6 |
| 4 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) In 1:4 cement mortar |
| 5 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) In 1:5cement mortar |
| 6 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Random rubble masonry In cement mortar (1:5) |
| 7 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C M 25 |
| 8 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) |
| 9 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete. |
| 10 | Pointing with cement mortar 1:3 |
| 11 | 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, 1204.3.7 |
| 12 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 13 | Bill of Quantity (3 Mtr Span Box Culvert) |
| 14 | Excavation for StructuresEarth 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 and disposal upto 10000 m. Manual Means |
| 15 | Plain cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 16 | Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 18 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 20 | Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure. Hight up to 5.0 |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 22 | Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 20 grade concrete |
| 23 | Drainage Spouts complete as per drawing and Technical specification |
| 24 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 25 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 26 | Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification |
| 27 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 28 | 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 specifications |
| 29 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 30 | Painting Two Coats on New Concrete Surfaces(Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). |
| 31 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m |
| 32 | Hill Side Cutting r wall b wall |
| 33 | 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 10000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth |
| 34 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t&p and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 35 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 36 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 37 | 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 Specifications |
| 38 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25 |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 40 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). |
| 41 | Hill side Kutcha Drain :- Construction of Hill side Kutcha Trapezoidal drain as per drawing (Top 0.60m, Bottom 0.30m & Height 0.40 to 0.60m as per site) in accordance with the requirement as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. |
| 42 | CROSS DRAINAGE WORKS :- Construction of pucca scupper including catch pit including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & MORD specification as directed by Engineer-in-Charge. |
| 43 | 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 Nominal mix 1:3:6 |
| 44 | 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 15 Nominal mix (1:2.5:5) |
| 45 | Construction of Parapets plum concrete with 40% plum(approved stone or maximum size 200 mm) & 60% 1:2:4 cement concrete and with base P.C.C. M10 including supply of all material, labour, T&P etc. required for proper completion of the work (As per PWD Uttarakhand specifications as per drawing wide letter no. CEK No. 3812/17 M-K/08 dated 10/04/2011 as directed by engineer in charge |
| 46 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 47 | 200 m stone (precast) |
| 48 | STAGE 1 PART A |
| 49 | Hill Side Cutting For Making Road of Regarding In All Type Of Soil, Ordinary roack, Hard rock and Very hard rock For Making The Road As per Plan & L - Section Including Uprooting And Cutting of Bushes,Trees,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Material and land slides during work completion period And Debries up To Distance Of 10000 m. From Road Side As Directed By Engineer-in-Charge As Per P.W.D. Specification Also Including All Labour, Machinery And T&P Etc.Required for Proper Completion of the Work.( SI No.151b.H) |
| 50 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications |
| 51 | Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications |
| 52 | PART B DISPOSAL |
| 53 | Excavation In Foundation In All Type Of Soil And Rock As With at Site Of Work Including Lead And Lift And Disposal of Surpuls earth upto 10000 m As Directed By Engineer Incharge Including labour T&P Etc For Proper Completion of The Work |
| 54 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). |
| 55 | Removal of Unsuitable Soil with Disposal upto 10000 m Removal ofunsuitable soil and rocks including land slide debris including excavation, loading, unloading and disposal upto 10000 m lead including compaction ground supporting embankment subgrade replacement by suitable soil, all complete work as per directed by Engg-In-Charge Including All Labour, Machinery And T&P Etc.Required for Proper Completion of the Work. as per Clause 303.5.2 as per Technical Specification Clause 302.3.1 Please Enable Macros to View BoQ information |
