Construction And Maintenance Works Of District : Banda Underpackage No : Up 12114 Name Of Road :Mrl01kanakheda To Sabada Via Chandwara, Length : 14.875 Km.
Tender Value
8.64 Crore
Estimated cost
Bid Submission
12 May 2022
0 days left
EMD
20 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
banda → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance Works Of District : Banda Underpackage No : Up 12114 Name Of Road :Mrl01kanakheda To Sabada Via Chandwara, Length : 14.875 Km.
BOQ
| Sl. No. | Item Description |
| 1 | Road & Structure |
| 2 | Clearing and Grubbing Road Land including uprooting wild vegeration, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removalof stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Specification Clause 201 as per Data Book item No. 2.2 (I)A |
| 3 | Construction of RCC Posts/ Refrence Pillers of 150X150 mm M 20 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts as per E/C. |
| 4 | Excavation in SoilwithDozer with lead upto 100 mExcavation 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 technical specifiication clause 302.3 Data Book Item No. 3.5 ii |
| 5 | Dismantiling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Techinacal Specification Clause 202. as per Data Book Item No. 2.14(I) |
| 6 | Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 ii |
| 7 | Construction of HARD SHOULDERS with local material(MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layerson prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)-(ii) using gravel mix soil |
| 8 | Construction of Granular sub-base by providing well graded material, spreading in uniform layerson prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller or vibratory roller to achieve the desired density, complete as per Technical Soecification Clause 401 as per Data Book item No. 4.1 (A)-IFor Grading I Material (A mix of 50%22.4-53 mm Machinebroken stone ballast, 20% well graded 6.7mm stone grit & 30% Stone Dust) |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bound macadam WBM Grading 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller or vibratory rollerin stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of course aggregate , watering and compacting to the reqiured density as per Technical Specification Clause 405. as per Data Book item No. 4.8-2(A) |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Sub-base/BaseWBM 3 specification including spreading in uniform thickness, hand packing, rolling with three wheel80-100 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. as per Data Book item No. 4.7-3(A) |
| 11 | 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-ILow porosity |
| 12 | Pre-coating ChipsPre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification Clause 507.2.5 Data Book Item 5.8 |
| 13 | Surface Dressing (Ist Coat)Providing and laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. per Technical Specification Clause 510 as per MoRTH 5.9 |
| 14 | Surface Dressing (IInd Coat)Providing and laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. As per Technical Specification Clause 510 as per MoRTH 5.9 |
| 15 | Brick Edging on both sides of road with M - 150class bricks on edge (BOE) 3\" wide and 4½\" deep complete as per P.W.D. S.I. No. 765. |
| 16 | Laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and technical Specifications Clause 1504 & as per Data Book Item no.6.7 |
| 17 | Analysis of Panel Concrete PavementConstruction ofpanel concrete 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 25 mm, 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 side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous 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 drawingand Technical Specification Clause 1501. PCC Grade M-30 EACH Panel (0.50X0.50) thickness 100mm. |
| 18 | Construction of RCC guide posts of 250 mm dia M 15 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Techinal Specification clause as per Data Book item No. 7.7 |
| 19 | Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle At Ch. 00, 5.00 & 8.00 Km |
| 20 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 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 perdrawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) On Curves, T Junction 600mm traingle |
| 21 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 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 perdrawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) Villege Name 800X600 mm Rectangular |
| 22 | Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle Per 2 km. & Village Board |
| 23 | Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle Start & Last Point |
| 24 | Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle At Start Point |
| 25 | Painting lines, dashes, arrows, etc. on roads withhot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 26 | Reinforced cement concrete M15grade 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 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone |
| 27 | Reinforced cement concrete M15grade 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 as per Data Book item No. 10.10 (B) 5 K.M. Stone |
| 28 | Reinforced cement concrete M15grade 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 as per Data Book item No. 10.10 (B) 0.200 Km. Stone |
| 29 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1 |
| 30 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)Type B (First Class) Bedding as per Data Book item No.11.2(I) |
| 31 | Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I) |
| 32 | Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) (Cement : C Sand : Stone Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203.Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I) |
| 33 | Brick Masonry Work in 1:4 cement, C. sand mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical Specification Clause 1109 as per Data Book item No. 9.10 (A) |
| 34 | Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13 |
| 35 | Providing and laying Plain Cement Concrete (Grade M20 1:2:4) cement, c sand, stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II) |
| 36 | Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III) |
| 37 | Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 12.6 |
| 38 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no.11.6 (II) |
| 39 | Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2 |
| 40 | 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 |
| 41 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 as per Data Book item no. 12.10 |
| 42 | Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7 |
| 43 | Providing and Laying reinforced concrete pipe NP31000mm Dia in single row for culverts on \"Type A\" (Concrete cradle) bedding with M 15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. as per Data Book item No. 9.3 (B) |
| 44 | Providing and laying boulder apron for bed protection/Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5 |
| 45 | Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates) |
| 46 | White washing two coats on parapet walls including preparation of surface by cleaning,scraping etc. as per technical specification clause 1915. Data Book Item No. 15.13 |
| 47 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. as per Data Book Item no.2.13B Above 600 mm to 900 mm dia Hume pipe |
| 48 | (202.1) Dismantling Brick/ Stone Masonry as per Technical Specification Clause 202.1 Data Book Item No. 2.7B |
AI Tender Summary
Tender Timeline
Apr 28, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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