Tender For Construction And Maintenance (5 Years) Balance Works Of Sosa To Sirdang Sirkha Motor Road, (Stage-I And Ii) Length 7.600 Km
Tender Value
2.47 Crore
Estimated cost
Bid Submission
12 Feb 2024
0 days left
EMD
4.94 Lakhs
Bank guarantee accepted
Document Fee
4130
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dharchula → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance ( 5 Years ) Balance Works Of Sosa To Sirdang Sirkha Motor Road, ( Stage-I And Ii ) Length 7.600 Km
BOQ
| Sl. No. | Item Description |
| 1 | HILL SIDE CUTTINGEarth work in hill road (hill side cutting):-Excavation in hilly area for construction of road in all types of soil, rocks & E&Betc. As met at site , true to lines as per plan,L section , cross slope, super elevation as required , also including uprooting & cutting of bushes ,dressing of road surface to the required level and slopes, with all lift & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in drawings by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt. with the stones available from the required hill side cutting for retaining the muck,without otherwise damaging the forest , forest land , utilities, private and public properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excated material), till the completion of the work as per part II special conditions of contract, MORD specifications Clause 1601,1602 & 1603,and as per direction of Engineer in charge . |
| 2 | PROTECTION WORK:-Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -chargeR/W & B/W |
| 3 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604. Providing Random Rubble Stone masonry in cement mortar 1:5. |
| 4 | 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 propercomplition of work.(As per PWD Uttarakhand specifications) |
| 5 | Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. |
| 6 | Providing and laying of boulder apron laid in wirecrates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each (crate size 3.00m * 1.50m* 1.25m) asdirected by Engineer-in-charge and MORD Specification for Rural Roads 2014. |
| 7 | Providing and fixing of C.C. edge stone 12cm X 12cmX 60cm Size in M-15 Cement Concrete With 4 nos. 8mm diaHYSD vertcal bars and 3 nos. 6mm dia MS bar Strrups as per approved Drawing including 2 coat White washing on valley side of formation as directed by Engineer-in-Charge and MORD specfication for Riral Roads 2014. |
| 8 | Construction ofParapet in R.R. Stone masonry laid in 1:5 C/S mortar providing M-10 grade concrete in foundation and M20 cement concrete in top, plaster in 1:4 C/S mortar & Flush pointing in 1:3 C/S Mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer-in-chjarge. |
| 9 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -chargeR/W & B/W |
| 10 | Random rubble stone masonry for structureslaid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. |
| 11 | Providing and layingof concrete for plain concretefor structures including supply of all materials, labour,T&P,royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD Specification for Rural Roads 2014.P.C.C gradeM 10. |
| 12 | 15 mm thick Plasteringwith 1:4 cement mortarincluding supply of all materials, labour,T&P, royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeandMORD Specification for Rural Roads 2014. |
| 13 | Providing and layingof concrete for plain concretefor structures including supply of all materials, labour,T&P,royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD Specification for Rural Roads 2014.P.C.C gradeM 20. |
| 14 | Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClausesNo.613.3 |
| 15 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 16 | Side Drain:-Construction 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 Type A |
| 17 | Excavation |
| 18 | R.R. 1:5 |
| 19 | Plaster work in 1:4 Cement mortar |
| 20 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 |
| 21 | CROSS DRAINAGE WORK- Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.C/O 1 m span culvert withC.C. base |
| 22 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -chargeR/W & B/W |
| 23 | Providing and layingof concrete for plain concretefor structures including supply of all materials, labour,T&P,royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD Specification for Rural Roads 2014.P.C.C gradeM 10. |
| 24 | Random rubble stone masonry for structureslaid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. |
| 25 | Providing and layingof concrete for plain/reinforced concretefor substructures including supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-chargeand MORDspecificationsClause 800 forR.C.C grade M 25. |
| 26 | Supplying, cutting , and placing ofHYSD bar reinforcement in superstructure complete(IS1786:2008 clause no. 1.6) Steel shallnot be fromrerolling plants and shallconform to relevent IS Codeincluding supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-charge as per MORD specification no. 1000 (Culvert, Bridge, Causeway, Scupper etc.) |
| 27 | Providing and layingof plain cement concretefor structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD SpecificationClause 800 forP.C.C grade M 25. |
| 28 | 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 propercomplition of work.(As per PWD Uttarakhand specifications) |
| 29 | 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 |
| 30 | Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. |
| 31 | CAUSEWAY Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -chargeR/W & B/W |
| 32 | Random rubble stone masonry for structureslaid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. |
| 33 | Providing and layingof plain cement concretefor structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for propercompletion of workasdirected by Engineer-in-chargeand MORD SpecificationClause 800 forP.C.C grade M 25. |
| 34 | Supplying, cutting , and placing ofHYSD bar reinforcement in superstructure complete(IS1786:2008 clause no. 1.6) Steel shallnot be fromrerolling plants and shallconform to relevent IS Codeincluding supply of all materials, labour,t&p&royalty etc,required for propercompletion of workasdirected by Engineer-in-charge as per MORD specification no. 1000 (Culvert, Bridge, Causeway, Scupper etc.) |
| 35 | Providing and laying of boulder apron laid in wirecrates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each (crate size 3.00m * 1.50m* 1.25m) asdirected by Engineer-in-charge and MORD Specification for Rural Roads 2014. |
| 36 | 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 propercomplition of work.(As per PWD Uttarakhand specifications) |
| 37 | EARTHAN SHOULDERS SUPER ELEVALATION. |
| 38 | Repairs of damages caused by rain/spillage of water,preparation and surface treatment of formation by removing mud and slurryfilling ruts complete asdirected by Engineer-in-charge andMORD specifications for Rural Roads 2014. For subgrade prepration |
| 39 | Construction of embankment with approved materialsdeposited 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. For Pattri filling after GSB , Inter and Top Coat including Supply of all Material, Labour as per specification in both side of pavements |
| 40 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.For making damagedSuper elevation Half cut & Half fill in road width Super elevation |
| 41 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) |
| 42 | PAVEMENT WORK |
| 43 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408., Using Gravel mix soil |
| 44 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screenings to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Mechanical Means |
| 45 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screenings 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 |
| 46 | Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per Cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502 |
| 47 | Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD Specification for Rural Roads 2014 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR\"s owner i.e. CRRI New Delhi) |
| 48 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. (Emulsion used for cold mix shall be supplied fromauthorized supplier of IPR`s owner i. e. CRRI new Delhi) |
| 49 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm nominal stone size aggregates & 11.2 mm nominal size aggregates( range 22.4 mm to 5.6 mm) using penetration grade bBitchem emulsion Supreme cold mix binder tailor madeto 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 B as per Technical Specification Clause 506.1 of MORD Specification for Rural Roads 506.2(Emulsion used for cold mix shell be supplied from authorised supplier of IPR\"s owner i.e CRRI, New Delhi) |
| 50 | Providing and laying seal coat Bituminious Emulsion (Tailor made binder) as binder forsealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type Bas per Technical Specification Clause 508 of MORD Specification for Rural Roads 2014(Emulsion used for cold mix shell be supplied from authorised supplier of IPR\"s owner i.e CRRI, New Delhi) |
| 51 | ROAD FURNITURE |
| 52 | Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved . |
| 53 | Same as above item No. but for 200 m. stone (Hectometer stone) |
| 54 | Same as above item No. but for 5th Km. stone |
| 55 | Providing and fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge |
| 56 | Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directedby Engineer in charge/as perMORD Specification for Rural Roads 2014. |
| 57 | Providing & fixing ofMaintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as perstandard drawing dully painted and written as directedby Engineer in charge/ as per IRC/MORD Specification for Rural Roads 2014. |
| 58 | Semi-Reflective Traffic signsDirection and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 59 | Semi Reflective Traffic SignsProviding 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 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 1701.2.2600 mm equilateral triangle |
| 60 | Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per standard drawing duly painted and written as directedby Engineer in charge. as per IRC/MORD Specification for Rural Roads 2014. |
| 61 | X, Slope Stability, Soil Erosion &Soil Conservation |
| 62 | SEEDING AND MULCHING- Preparation of seed bed on previously laid top soil, furnishing and piacing of seeds, fertilizer. Mulching material, applying bituminous emulsion at the rate of 0.231 per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 310 & S.No 8.11 MORD Specification 1600 & 300. |
| 63 | OTHER WORKS |
| 64 | Constructoin of (400x400x600) mm size Jobpillars in RR mud motor stone masonary and plaster in 1:6 on three sides and top in both end including white washing and letter writing supply of all material, labour, T&P etc. required for proper complection of work as per drawing & directed by engineer -incharge. |
| 65 | Maintainance Activities: |
| 66 | Emmergency Maintenance Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611 |
| 67 | Year 1 |
| 68 | Year 2 |
| 69 | Year 3 |
| 70 | Year 4 |
| 71 | Year 5 |
| 72 | Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wireconforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301 |
| 73 | Year 1 |
| 74 | Year 2 |
| 75 | Year 3 |
| 76 | Year 4 |
| 77 | Year 5 |
| 78 | Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only) |
| 79 | Year 1 |
| 80 | Year 2 |
| 81 | Year 3 |
| 82 | Year 4 |
| 83 | Year 5 |
| 84 | Maintainance Activities:PBMC |
| 85 | Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains includingminor slip clearence , reshaping ,deepening and ,regrading ,as well ascatch water drains as per technical specification Clause 1907.3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus materialin approved muck disposal points as per specification clause 1903.4] Maintenance of scuppers &Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.8} Repairing of potholes by removal ofloose material, trimming ofsids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coatusing bitumen or catonic bitumen imulsion(in 3rd and 5th year).9] Two coatwhite washing onparapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191. |
| 86 | Ist year |
| 87 | IInd year |
| 88 | IIIrd year |
| 89 | IVth year |
| 90 | Vth year |
AI Tender Summary
Tender Timeline
Feb 05, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 12, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 12, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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