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| 1 | Scupper |
| 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 as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 3 | Retaining Walls / Breast WallsConstruction of retaining walls/ breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604Plain cement concrete M 10 grade |
| 4 | Retaining Walls / Breast WallsConstruction of retaining walls/ breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:5 |
| 5 | 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) R.C.C. grade M 25 |
| 6 | 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 20Nominal mix 1:2:4 (Hand mixed) |
| 7 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2HYSD steel bars |
| 8 | 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 |
| 9 | 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) |
| 10 | Retaining Walls/Breast Walls |
| 11 | 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 |
| 12 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions ( Zinc p l us 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). |
| 13 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast w a l l s , r e t a i n i n g w a l l s , p a r a p e t s , 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 |
| 14 | 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) |
| 15 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 16 | Construction of kucttha /pucca drain |
| 17 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 18 | Stone masonry in cement mortar Retaining Walls / Breast Walls construction of retaining walls/ breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 16041:5 |
| 19 | Construction of Hill Side DrainConstruction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1(Quantities of material/work shall be asper design and drawings)Cement plaster 15 mm thick 1:4 on stone masonry |
| 20 | Super Elevation |
| 21 | 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-in- charge. (As per PWD Uttarakhand specifications) |
| 22 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and300.2 as per Technical SpecificationClause 301.5 |
| 23 | Solling Coat G 1 |
| 24 | WBM Grading 1P r o v i d i n g , l a y i n g , s p r e a d i n g a n d c o m p a c t i n g s t o n e a g g r e g a t e s o f 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, ap p l y i n g an d b r o o m i n g , c r u sh ab l e screening to fill-up the interstices of c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 1 a s p e r T e c h n i c a l Specification Clause 405.By Mechanical Means |
| 25 | Pattri filling Coolie Wall after Soling Coat |
| 26 | 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-in- charge. (As per PWD Uttarakhand specifications) |
| 27 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and300.2 as per Technical SpecificationClause 301.5 |
| 28 | Inter Coat G 2 |
| 29 | WBM Grading 2P r o v i d i n g , l a y i n g , s p r e a d i n g a n d c o m p a c t i n g s t o n e a g g r e g a t e s o f 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, ap p l y i n g an d b r o o m i n g , c r u sh ab l e screening to fill-up the interstices of c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 2 a s p e r T e c h n i c a l Specification Clause 405.By Mechanical Means |
| 30 | Patri filling Collie Walls after Inter coat |
| 31 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and300.2 as per Technical SpecificationClause 301.5 |
| 32 | 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-in- charge. (As per PWD Uttarakhand specifications) |
| 33 | Top Coat G 3 |
| 34 | WBM Grading 3P r o v i d i n g , l a y i n g , s p r e a d i n g a n d c o m p a c t i n g s t o n e a g g r e g a t e s o f 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, ap p l y i n g an d b r o o m i n g , c r u sh ab l e screening to fill-up the interstices of c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 3 a s p e r T e c h n i c a l Specification Clause 405.By Mechanical Means |
| 35 | Patri Filling Colling Walls after Top Coat |
| 36 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and300.2 as per Technical SpecificationClause 301.5 |
| 37 | 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-in- charge. (As per PWD Uttarakhand specifications) |
| 38 | Parapet |
| 39 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 40 | Retaining Walls / Breast WallsConstruction of retaining walls/ breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604Plain cement concrete M 10 grade |
| 41 | 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 the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 42 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet w a l l s a n d t r e e t r u n k s i n c l u d i n g preparation of surface by cleaning s c r a p i n g e t c . a s p e r t e c h n i c a lspecifications Clause 1915 |
| 43 | Edge stone,KM Stone,H.M.Stone,5th km. stone |
| 44 | P r o v i d i n g e d g e s t o n e s o f S i z e 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 |
| 45 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703200 m stone (precast) |
| 46 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast) |
| 47 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 48 | Pavement Work |
| 49 | Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as p er Technical Specification Clause 502 |
| 50 | Providing and applying tack coat with B i t u m e n e m u l s i o n ( R S - 1 ) u s i n g emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared b i t u m i n o u s s u r f a c e c l e a n e d w i t h Hydraulic broom as per Technical Specification Clause 503. |
| 51 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 52 | Seal CoatProviding 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 Bitumen (VG-10) By Mechanical Means Case - II : Type B |
| 53 | Signage and Raod Safety Itam as crash barrier |
| 54 | 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 m e e t i n g t h e c o e f f i c i e n t o f r e t r o 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 IRC67 and IRC 79. |
| 55 | Type - A, \\"W\\" : Metal Beam Crash BarrierProviding 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 c e n t r e , 1 . 8 m h i g h , 1 . 1 m b e l o w 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 forVertical post Fixing will be paid extra) |
| 56 | P r o v i d i n g a n d f i x i n g o f r e t r o reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Cl a ss- B Ty p e I V r e t r o r e f l e c t i v e sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 x 600 mm Square Please Enable Macros to View BoQ information |
