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| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soilsand rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specificationsClause 305.1 of MORD Specifiction |
| 2 | 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 perdrawing and technical specificationsClauses 702, 704, 1202 & 1203 ofMORD Specifiction |
| 3 | 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 allmaterial, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 4 | 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 all charges T&P etc,) |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete a s p e r d r a w i n g s a n d t e c h n i c a l specifications Clause 802, 803, 1202 &1203 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 6 | Construction of Hill side katcha drain as per standared drawing inciuding supply of all labour T&P etc required for proper copletion of work,as per directed by Engineer-in-charge. |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete a s p e r d r a w i n g s a n d t e c h n i c a l specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 8 | 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 drawin |
| 9 | 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) |
| 10 | 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 200 m stone (precast) |
| 11 | 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.(As per PWD specifications) (For Parapit) |
| 12 | 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 (For Parapit) |
| 13 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) usingemulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 14 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 15 | 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 Clause510 By Manual Means Case - II : Type B Bitumen (VG-10) |
| 16 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone b o u l d e r s . a s p e r d i r e c t i o n o f Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG |
| 17 | Traffic Signs 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 - r e f l e c t o r i s e d c a u t i o n a r y , mandatory and informatory sign as per IRC:67 made of encapsulated lens type r e f l e c t i v e s h e e t i n g v i d e C l a u s e 1 7 0 1 . 2 . 3 , f i x e d o v e r a l u m i n i u m sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701 900 mm equilateral triangle |
| 18 | Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-reflectorised s i g n a s p e r I R C : 6 7 m a d e o f e n c a p s u l a t e d l e n s t y p e r e f l e c t i v e sheeting vide Clause 1701.2.3, fixedover aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 gradecement concrete 450 x 450 x 600 mm, 600 mm below ground level as pera p p r o v e d d r a w i n g a n d T e c h n i c a lSpecification Clause 1701 |
| 19 | Road Delineators / Vertical Guide Posts: Providing and fixing of Standard MetalDelineator 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 delineatorfor 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 |
| 20 | 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) |
| 21 | Construction of Em b a n k m e n t w i t h M a t e r i l O b t a i n e d f r o m R o a d w a y Cutting C o 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 and 300.2 as per Technical Specification Clause 301.5 |
| 22 | WBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 By Manual Means |
| 23 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 By Manual Means |
| 24 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 By Manual Means |
| 25 | Making Super Elevation with lowering in half width &filling in half width I/C Supply of all material ,labour T&P etc required for proper completion of work Please Enable Macros to View BoQ information |
