Ut-07-03 Construction And Maintenance Of Matiyal To Kanarkha Motor Road Upgradation ( K . M . 4 . 00 ) Ut-07-03 Construction And Maintenance Of Matiyal To Kanarkha Motor Road Pgradation ( K . M . 4 . 00 )
Tender Value
2.47 Crore
Estimated cost
Bid Submission
24 Jul 2020
0 days left
EMD
4.95 Lakhs
Bank guarantee accepted
Document Fee
3500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Dhari → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Ut-07-03 Construction And Maintenance Of Matiyal To Kanarkha Motor Road Upgradation ( K . M . 4 . 00 ) Ut-07-03 Construction And Maintenance Of Matiyal To Kanarkha Motor Road Pgradation ( K . M . 4 . 00 )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Jul-2020 | corrigendum no 18/2020-21 letter no-504 dated 08-07-2020 for date extension | Date | 24-Jul-2020 |
| 2 | 20-Jul-2020 | Corrigendum for replacement of old Published SBD/MBD by revised SBD/MBD dated 07-06-2020 | Other | 24-Jul-2020 |
BOQ
| Name of Work: Construction & Maintenance of Matiyal to Kanarkha Motor Road Upgradation Length - 4.00 Km. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soil, rocks & E&B etc. 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 | item 1 | 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\n | item 2 | 23 | Cum |
| 3 | 3 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.\nRetaining Wall / Breast Wall | item 3 | 452 | cum |
| 4 | 4 | Cross drainage work | item 4 | 1142.36 | cum |
| 5 | 5 | 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)\nRetaining Wall / Breast Wall\n. | item 5 | 319 | cum |
| 6 | 6 | Parapet | item 6 | 493.9 | cum |
| 7 | 7 | Cross drainage work | item 7 | 103.5 | Cum |
| 8 | 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\nRetaining Wall / Breast Wall\n | item 8 | 592 | Cum |
| 9 | 9 | Cross drainage work | item 9 | 103.64 | Cum |
| 10 | 10 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 (Nominal mix 1:3:6 )\nParapet | item 10 | 105.12 | Cum |
| 11 | 11 | Cross drainage work | item 11 | 48.38 | Cum |
| 12 | 12 | 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)\nRetaining Wall / Breast Wall\n | item 12 | 158 | Cum |
| 13 | 13 | Cross drainage work | item 13 | 56.25 | Cum |
| 14 | 14 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 as per drawing and technical specifications Clause 1301\n | item 14 | 67.5 | Cum |
| 15 | 15 | Cross drainage work | item 15 | 45 | Cum |
| 16 | 16 | 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. 011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)X-Drainage/Drainage straucture(Super Straucture) | item 16 | 15.21 | Qtl |
| 17 | 17 | X-Drainage/Drainage straucture(Sub Straucture) | item 17 | 13.61 | Qtl |
| 18 | 18 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. \nParapet | item 18 | 588 | Sqm |
| 19 | 19 | KC Drain | item 19 | 460.8 | Sqm |
| 20 | 20 | 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 \n | item 20 | 768 | Sqm |
| 21 | 21 | Providing and fixing of C.C edge stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 21 | 400 | Nos |
| 22 | 22 | Providing concrete for plain concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 (Nominal mix 1:2:4 )\nParapet | item 22 | 4.5 | Cum |
| 23 | 23 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 Height upto 5m X-Drainage/Drainage straucture | item 23 | 21.78 | cum |
| 24 | 24 | PCC M-25 (Using Concrete Mixer) Plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 X-Drainage/Drainage straucture | item 24 | 29.34 | cum |
| 25 | 25 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC/PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as directed by Engineer-in-charge and MORD specification Clauses1206.6. | item 25 | 185 | Nos |
| 26 | 26 | 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 (For Making super elevation and patri filling) | item 26 | 2700 | cum |
| 27 | 27 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) | item 27 | 540 | cum |
| 28 | 28 | 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. | item 28 | 2927 | cum |
| 29 | 29 | 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. | item 29 | 1147 | cum |
| 30 | 30 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizesto 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. By Mechanical Means | item 30 | 1147 | cum |
| 31 | 31 | 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. | item 31 | 15299 | Sqm |
| 32 | 32 | 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. | item 32 | 15299 | Sqm |
| 33 | 33 | 20 mm thick open graded premix carpet using Bitumen Type A as per Technical Specification Clause 508 20 mm thick OGPC using Bitumen VG-10. | item 33 | 15299 | Sqm |
| 34 | 34 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510Seal coat using Bitumen Bitumen (VG-10) | item 34 | 15299 | Sqm |
| 35 | 35 | Providing and fixing of typical PMGSY informatory/Citizen/maintenance 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 bewelded 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\n. | item 35 | 4 | Nos. |
| 36 | 36 | 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 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\nconcrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2\n | item 36 | 10 | Nos. |
| 37 | 37 | Kilometre Stone 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 Ordinary Kilometer Stone (Precast) | item 37 | 5 | Nos. |
| 38 | 38 | 200 m stone (precast) | item 38 | 16 | Nos. |
| 39 | 39 | Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 l per sqm and laying and fixing jute netting, including watering for 3 months all as per Clause 310.\n | item 39 | 288 | Sqm |
| 40 | 40 | Construction of inauguration pillar with fixing of inauguration stone including supply of al material, labour, T&P etc. for proper completion of work or as directed by engineer-in-charge. | item 40 | 1 | Nos. |
| 41 | 41 | Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical\nSpecification Clause 1602.1 of MORD specifications\n | item 41 | 16 | Nos. |
| 42 | 42 | 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 | item 42 | 4000 | Rmt |
| 43 | 43 | MAINTENANCE ACTIVITIES \nEmergency Maintenance \n 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 \n 1st Year | item 43 | 75.36 | cum |
| 44 | 44 | 2nd Year | item 44 | 67.82 | cum |
| 45 | 45 | 3rd Year | item 45 | 60.91 | cum |
| 46 | 46 | 4th Year | item 46 | 54.63 | cum |
| 47 | 47 | 5th Year | item 47 | 49.44 | cum |
| 48 | 48 | Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work \n 1st Year | item 48 | 2.51 | hours |
| 49 | 49 | 2nd Year | item 49 | 2.26 | hours |
| 50 | 50 | 3rd Year | item 50 | 2.03 | hours |
| 51 | 51 | 4th Year | item 51 | 1.83 | hours |
| 52 | 52 | 5th Year | item 52 | 1.64 | hours |
| 53 | 53 | Providing and laying of boulder apron laid in wire crate 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 as per drawing and techniacal specification 1301 \n1st Year | item 53 | 2.51 | cum |
| 54 | 54 | 2nd Year | item 54 | 2.26 | cum |
| 55 | 55 | 3rd Year | item 55 | 2.03 | cum |
| 56 | 56 | 4th Year | item 56 | 1.83 | cum |
| 57 | 57 | 5th Year | item 57 | 1.64 | cum |
| 58 | 58 | 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) \n1st Year | item 58 | 3.76 | cum |
| 59 | 59 | 2nd Year | item 59 | 3.39 | cum |
| 60 | 60 | 3rd Year | item 60 | 3.05 | cum |
| 61 | 61 | 4th Year | item 61 | 2.74 | cum |
| 62 | 62 | 5th Year | item 62 | 2.47 | cum |
| 63 | 63 | ROUTINE MAINTENANCE- UNDER PBMC 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] 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. \n1st Year | item 63 | 4 | Km. |
| 64 | 64 | 2nd Year | item 64 | 4 | Km. |
| 65 | 65 | 3rd Year | item 65 | 4 | Km. |
| 66 | 66 | 4th Year | item 66 | 4 | Km. |
| 67 | 67 | 5th Year | item 67 | 4 | Km. |
AI Tender Summary
Tender Timeline
Jul 20, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 24, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 24, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 24, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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