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| 1 | Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. |
| 2 | K.C. type drain |
| 3 | Excavation in foundation for retaining,breast walls etc, in all types of soils and rocks including all lead, lift anddisposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 4 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawing sand techn ical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 6 | 2 meter span culvert |
| 7 | Excavation in foundation for retaining,breast walls etc, in all types of soils and rocks including all lead, lift anddisposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 8 | Random Rubble Stone Masonry laid in1:6 cement and sand mortar, in breast walls , retaining walls , parapets , scuppers, etc. including supply of allmaterial, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 10 | 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) |
| 11 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 R.C.C. grade M 25 |
| 12 | 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) |
| 13 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, 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 |
| 14 | 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 specification ( First revision'2014) and IS 1786:2008 clause no. 1.6) |
| 15 | Surface Drains |
| 16 | Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, level s and dimens ions .Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average l e a d 2 5 m) as per Technical Specification Clause 307.Mechanical Means |
| 17 | interlocking Concrete Block Pavement |
| 18 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.. |
| 19 | WBM Grading 3Providing ,laying ,spreading and compacting stone agg regates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, appl y ing and brooming, crushable screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means |
| 20 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawing sand techn ical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 21 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 22 | Premix carpet |
| 23 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-incharge. (As per PWD Uttarakhand specifications) |
| 24 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 |
| 25 | Tack Coat Providing and applying tack coat withBi tumen emul s ion (RS-1) us ing emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dryand hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 26 | 20 mm thick Open Graded PremixCarpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 27 | Seal Coat with EmulsionProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Type B |
| 28 | perapet work |
| 29 | Providing concrete for plain/ reinforced concrete in open foundations completea sperdrawing sand techni cal specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 30 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 31 | Construction of plum Concrete parapets as per standard drawing with 40% plum & 60% P.C.C.1:2:4 above 15mm thick base of P.C.C.1:3:6 including supply of all material, labour, T&P etc. completion in all respect. |
| 32 | RETAINING WALL & BREAST WALL |
| 33 | Excavation in foundation for retaining,breast walls etc, in all types of soils and rocks including all lead, lift anddisposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 34 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, 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 |
| 35 | Random Rubble Stone Masonry laid in1:6 cement and sand mortar, in breast walls , retaining walls , parapets , scuppers, etc. including supply of allmaterial, 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 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of thework. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 38 | ROAD SAFETY |
| 39 | Excavation in foundation for retaining,breast walls etc, in all types of soils and rocks including all lead, lift anddisposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 40 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 41 | Metal Beam Crash Barrier Type - A, \\"W\\" : Metal Beam Crash Barrier 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 ( if Concrete Required for Vertical post Fixing will be paid extra) |
| 42 | ROAD SIGHS WORK |
| 43 | Retro-Reflective Traffic Signs with Type XI retro-reflective Sheet-Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification ret ro- ref lector ised sign as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two 113. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. |
| 44 | Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. Please Enable Macros to View BoQ information |
