Tender for Tender for Reconstruction And Improvement Work Of Kaichu Link Motor Road Via The Bangoli Rajrajeshwari Jagethi Route Starting From Diwara School In The Tehri Constituency Of Tehri Garhwal District (Length 4.425 Km), Under Cm Ghosana No. 2
Tender Overview
Project Description
Tender for Reconstruction And Improvement Work Of Kaichu Link Motor Road Via The Bangoli Rajrajeshwari Jagethi Route Starting From Diwara School In The Tehri Constituency Of Tehri Garhwal District (Length 4.425 Km), Under Cm Ghosana No. 25-2025.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in hill side cutting for construction of road in all type of soil & rock which may be met during execution of work as per approved plan L-section including disposal of all material 30 M.leads and 1.5 M lift as per direction by engineer I/C dressing of road surface after cutting work.removel & uprooting of trees & bushes also including all labour T&P etc.required for proper completion of the work. As per SOR No. 112625 33-1-1, 112627 33-2, 112628 33-3-1 |
| 2 | Improvement of superelevation |
| 3 | Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. as per SOR 109564 3-5-2 |
| 4 | Construction of coolie walling including supply of all material, labour, T&P etc. For Superelevation |
| 5 | WBM Grading 1 Providing, 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..[Grading of no-1] (45-90 mm size). |
| 6 | WBM Grading 2 Providing, 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 2 as per Technical Specification Clause 405. [Grading of no-2] (45-63 mm size). as per SOR 4-8-2-A |
| 7 | WBM Grading Providing, 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 3 as per Technical Specification Clause 405.[Grading of no-3] (22.4 - 53 mm size).as per SOR 4-8-3-A |
| 8 | Construction of R/Wall, B/Wall :- |
| 9 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2 |
| 10 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications as per SOR 1-3 |
| 11 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, cuppers, etc.including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications ) as per SOR 1-4 |
| 12 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.as per SOR 1-5 |
| 13 | FOR SCUPPER - |
| 14 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2 |
| 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing) as per SOR 11-4-1-2 |
| 16 | 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) |
| 17 | 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 |
| 18 | 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 IS1786:2008 clause no. 1.6) as per SOR 12-6 |
| 19 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.as per SOR 1-5 |
| 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 and technical specification Clauses 614, 709, 1204.3.7 |
| 21 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification. PCC M25 Usingh Concrete mixer |
| 22 | Construction of Catch pit :- |
| 23 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2 |
| 24 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications as per SOR 1-3 |
| 25 | Premix carpet as per PWD Specificationstation- |
| 26 | Prime Coat Low porosity Providing 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 per Technical Specification Clause 502 |
| 27 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2) |
| 28 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 29 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B and Type C as per Technical Specification Clause 510 Bitumen (VG-10) |
| 30 | Earth work in Pattri filling in shoulders after soling,inter,top coat, including construction of coolie walls. |
| 31 | Construction of coolie walling including supply of all material, labour, T&P etc. |
| 32 | E&B filling both side of road patri Rate as per sor 3-3 |
| 33 | Pucca Drain :- Construction of hill side drain in accordance with the requirement of specificationstrue to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 |
| 34 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2 |
| 35 | Plain cement concrete M10 grade as per SOR 11-4-1-2 |
| 36 | Plain cement concrete M15 grade as per SOR 11-4-2-2 |
| 37 | Katcha Drain :- |
| 38 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. |
| 39 | Parapet :- |
| 40 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 for base |
| 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 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 |
| 43 | 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 per drawing and Technical Specification Clause 1703 |
| 44 | Ordinary Kilometer Stone (Precast) 10-10-(ii) |
| 45 | 200 m stone (precast) 10-10-(iii) |
| 46 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 47 | 900 mm equilateral & triangle SOR No. 10-2-B-(i) |
| 48 | 600 mm equilateral & triangle SOR No. 10-2-B-(ii) |
| 49 | Providing edge stones of Size 450x350x100 mm on valley side offormation as per drawing and technical specification clause 1608.2.6 SOR No.1-12 |
| 50 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 51 | 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). Please Enable Macros to View BoQ information |
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