Construction And Maintenance Of Mamani Jakholi Bachwar Chaura (Upgradation) In Length Of 8.975Km Under Pmgsy
Tender Value
6.44 Crore
Estimated cost
Bid Submission
18 Feb 2020
0 days left
EMD
12.88 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Jakholi → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
CONSTRUCTION AND MAINTENANCE of MAMANI JAKHOLI BACHWAR CHAURA (UPGRADATION) IN LENGTH OF 8.975KM UNDER PMGSY
BOQ
| Name of Work: CONSTRUCTION AND MAINTENANCE of MAMANI JAKHOLI BACHWAR CHAURA (UPGRADATION) IN LENGTH OF 8.975KM UNDER PMGSY | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | item1 | 1 | L.S |
| 2 | 2 | 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 of MORD Specification for Rural Roads 2014 | item 2 | 3911.39 | CuM |
| 3 | 3 | Excavation in Soil with Dozer with lead upto 100 m - Excavation for roadway in soil using manual means for carrying of cut earth to embankment (Half Cut and half fill) with a lift upto 1.5 m as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014. For Making Super Elevation | item3 | 1862.46 | CuM |
| 4 | 4 | Construction of Embankment with Material Obtained from Roadway Cutting - Construction of embankment with 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 of MORD Specification for Rural Roads 2014. | item4 | 4199.59 | CuM |
| 5 | 5 | Dismantling of Flexible Pavements\nDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking servicable and unserviceable materials seperately as per Technical Specification Clause 202e. | item5 | 1875 | CuM |
| 6 | 6 | Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification. | item6 | 3594.34 | CuM |
| 7 | 7 | Random Rubble stone masonry for structures laid 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 & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge. | item7 | 1787.31 | CuM |
| 8 | 8 | Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. | item8 | 2019.9 | CuM |
| 9 | 9 | 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. | item9 | 593.01 | CuM |
| 10 | 10 | Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specifications) | item10 | 188 | CuM |
| 11 | 11 | Providing CC Precasted edge stones in M15 of 600x120x120 mm on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 of MORD Specification for Rural Roads 2014. | item11 | 3348 | No. |
| 12 | 12 | Providing and laying of mechanically woven double twisted hexagonal shaped gabion (zinc plus PVC coated) of size 3mx3mx1m with two diaphgrams at 1m interval having mesh wire diameter 2.7/3.7mm, edge/selvedge wire diameter 3.4/4.4mm and lacing wire diameter 2.2/3.2 mm(the work includes filling boulders in the gabions) | item12 | 40 | No. |
| 13 | 13 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@\n32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh\n(woven diagonally) including 10 per cent extra for laps and joints laid with stone\nboulders weighing not less than 25 kg each as per drawing and technical\nspecifications Clause 1301 | item13 | 450 | CuM |
| 14 | 14 | 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 Specifications Clauses 614, 709, 1204.3.7 of MORD Specification for Rural Roads 2014. | item14 | 730.33 | Rmt |
| 15 | 15 | 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. | item15 | 3055.8 | CuM |
| 16 | 16 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizesto 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 40 | item16 | 1711.46 | CuM |
| 17 | 17 | WBM Grading 3 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | item17 | 2555.21 | CuM |
| 18 | 18 | Providing and applying primer coat with bitumen emulsion ( SS-I) on prepared surface of water bond macadam base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 Kg/Sqm using machanical means as per MORD Specification. (for WBM surface) | item18 | 33957 | SqM |
| 19 | 19 | Providing and applying Tack coat with bitumenous emulsion ( RS-I) using emulsion distributor @ 0.25 to 0.30 Kg per Sqm on the prepared bituminous surface treated with primer & cleaned with hydraulic broom as per MORD Specification. | item19 | 33957 | SqM |
| 20 | 20 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | item20 | 33957 | SqM |
| 21 | 21 | Provinding and laying seal coat for sealing the voids in a bituminous surface laid to the specification levels, grade and cross fall using Type \"A\" as per MORD Specification. | item21 | 33957 | SqM |
| 22 | 22 | Cement Concrete Pavement \nConstruction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the consrete with shovels, rakes, compacted using needle screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound(where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | item22 | 375 | CuM |
| 23 | 23 | Providing and laying of Concrete for reinforced concrete for structure including supply of all material labour T&P. shuttering .Centering royalty etc required for proper completion of work as directed by Engineer - in - charge, as per drawings and Technical Specifications Clauses 800, 1205.4 and 1205.5 of Mord specification for Rural Roads 2014. - RCC grade M25. | item23 | 100.44 | CuM |
| 24 | 24 | Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014 | item24 | 239.21 | CuM |
| 25 | 25 | Plain/reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD Specification for Rural Roads 2014 - Nominal mix 1:2:4 (Hand mixed) | item25 | 8.41 | CuM |
| 26 | 26 | Plain/reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD Specification for Rural Roads 2014 - Nominal mix 1:2:4 (Hand mixed) | item26 | 12.83 | CuM |
| 27 | 27 | 15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4 | item27 | 1775.11 | SqM |
| 28 | 28 | 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 | item28 | 2188.8 | SqM |
| 29 | 29 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202 of MORD Specification for Rural Roads 2014. | item29 | 79.04 | Qtl |
| 30 | 30 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | item30 | 1539.92 | CuM |
| 31 | 31 | Excavation in foundation for Structure in all type of soil & rock including all lead lift and disposal of surplusmaterial as directed by Engineer in charge and Mord specification for Rural Roads 2014. | item31 | 8686.8 | Rmt |
| 32 | 32 | Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-Charge | item32 | 10 | Nos |
| 33 | 33 | 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 of MORD Specification for Rural Roads 2014. - Ordinary Kilometer Stone (Precast) | item33 | 9 | No. |
| 34 | 34 | 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 of MORD Specification for Rural Roads 2014. - 200 m stone (precast) | item34 | 35 | No. |
| 35 | 35 | 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 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast) | 1 | No. | |
| 36 | 36 | Providing and Fixing 'Logo' of PMGSY Project \nProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | No. | |
| 37 | 37 | Semi Reflective Traffic Signs\nProviding 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\nrequired 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 of MORD Specification for Rural Roads 2014. - 600 mm equilateral triangle | 89.75 | sqm | |
| 38 | 38 | Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per direction of Engineer-in-charge and Technical Specifications of MORD specification for Rural Roads 2014. | 5 | nos | |
| 39 | 39 | 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 attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge. | 2 | nos | |
| 40 | 40 | Providing & fixing of Maintenance Board with PMGSY Logo at starting or prominent location as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge. | 2 | nos | |
| 41 | 41 | Semi- Reflective Traffic Signs - \nDirection and Place Identification signs upto 0.9 sqm size board. Providing and erecting direction and place identifications of semi-reflective sign as per IRC:67 made of 2 mm thick M.S. sheeet duly stoved enameled paint in white color in front and grey color on back with red reflective border of 70mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and color. Supported and welded on 47mmx47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25mmx5mm 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 450mmx450mm x600mm, 600mm below ground level as per approved drawing and Technical Specification clause 1701 | 8.08 | sqm | |
| 42 | 42 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35. The fininshed surface to be level, uniform and free from streaks and holes. | 897.5 | sqm | |
| 43 | 43 | Maintainance Activities: | item35 | ||
| 44 | 44 | Major slip Clearance in all type of soil, rock and boulders including cost of all material, machine, t&p etc required for proper completion of work as per mord specification of work 1611 | item36 | ||
| 45 | 45 | 1St year | item37 | 525 | Cum |
| 46 | 46 | 2nd year | item38 | 472.5 | Cum |
| 47 | 47 | 3rd year | item39 | 425.25 | Cum |
| 48 | 48 | 4th year | item40 | 382.73 | Cum |
| 49 | 49 | 5th year | item41 | 344.49 | Cum |
| 50 | 50 | Deploying hydraulic excavator of 0.90cum bucket for clearance of Major slip in all soil rock and boulders including its operater and all other charges required for proper completiton of work | item42 | ||
| 51 | 51 | 1St year | item43 | 17.5 | hours |
| 52 | 52 | 2nd year | item44 | 15.75 | hours |
| 53 | 53 | 3rd year | item45 | 14.18 | hours |
| 54 | 54 | 4th year | item46 | 12.76 | hours |
| 55 | 55 | 5th year | item47 | 11.48 | hours |
| 56 | 56 | Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer in charge. | item48 | ||
| 57 | 57 | 1St year | item49 | 17.5 | Cum |
| 58 | 58 | 2nd year | item50 | 15.75 | Cum |
| 59 | 59 | 3rd year | item51 | 14.18 | Cum |
| 60 | 60 | 4th year | item52 | 12.76 | Cum |
| 61 | 61 | 5th year | item53 | 11.48 | Cum |
| 62 | 62 | Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.( for opening communication) | item54 | ||
| 63 | 63 | 1St year | item55 | 26.25 | Cum |
| 64 | 64 | 2nd year | item56 | 23.63 | Cum |
| 65 | 65 | 3rd year | item57 | 21.26 | Cum |
| 66 | 66 | 4th year | item58 | 19.14 | Cum |
| 67 | 67 | 5th year | item59 | 17.22 | Cum |
| 68 | 68 | Maintainance Activities: | item60 | ||
| 69 | 69 | Maintenance under PBMC for \n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. \n2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.\n3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .\n4] 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.\n5] 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. \n6] 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.\n7] 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.\n8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).\n9] Two coat white washing on parapet 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. | item61 | ||
| 70 | 70 | 1St year | item62 | 8.75 | Km |
| 71 | 71 | 2nd year | item63 | 8.75 | Km |
| 72 | 72 | 3rd year | item64 | 8.75 | Km |
| 73 | 73 | 4th year | item65 | 8.75 | Km |
| 74 | 74 | 5th year | item66 | 8.75 | Km |
AI Tender Summary
Tender Timeline
Feb 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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