Construction Of J.M. Road To Atarra-Bisanda Road Via Chhibaon, Makari, Nai, Duraimafi, Siklohri Road.
Tender Value
11.63 Crore
Estimated cost
Bid Submission
03 Feb 2020
0 days left
EMD
23.28 Lakhs
Bank guarantee accepted
Document Fee
3500
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 of J.M. Road to Atarra-Bisanda Road via Chhibaon, Makari, Nai, Duraimafi, siklohri road.
BOQ
| Name of Work: J.M. Road to Atarra-Bisanda Road via Chhibaon, Makari, Nai, Duraimafi, siklohri road. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road WORK | BI01010001010000000000000515BI0100001112 | ||
| 2 | 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 and all taxes complete excluding GST) | 7.554 | Hec. | |
| 3 | 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.and all taxes complete excluding GST) | 340 | Nos. | |
| 4 | 4 | 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 (For GSB) and all taxes complete excluding GST) | 14822.2 | Cum | |
| 5 | 5 | Cement Treated Soil / Fly ash in Sub-Grade\nProviding, laying and spreading soil/ fly ash on a prepared surface, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub grade as per Technical Specification Clause 404. Data book item no. 4.6 and all taxes complete excluding GST) | 3124.8 | Cum | |
| 6 | 6 | 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) and all taxes complete excluding GST) | 954 | Cum | |
| 7 | 7 | 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 300.2 with a lead upto 1000 m as per technical specifiication clause 202 Data Book Item No. 3.4 and all taxes complete excluding GST) | 3752 | Cum | |
| 8 | 8 | 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 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 ii and all taxes complete excluding GST) | 12239 | Cum | |
| 9 | 9 | 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 layers on 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 and all taxes complete excluding GST) | 9067.95 | Cum | |
| 10 | 10 | Construction of Drainage Layer by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.as per Data Book item No. 4.1(A)-(iii) confirming to grading of GSB table 400.1 ( grade-III) by mix in place method and all taxes complete excluding GST) | 8790.3 | Cum | |
| 11 | 11 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers on 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)-I\nFor Grading I Material (A mix of 50% 22.4-53 mm Machine broken stone ballast, 20% well graded 6.7mm stone grit & 30% Moorum) and all taxes complete excluding GST) | 1492.55 | Cum | |
| 12 | 12 | 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 roller in 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) and all taxes complete excluding GST) | 5435.64 | Cum | |
| 13 | 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Sub-base/Base WBM 3 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. as per Data Book item No. 4.7-3(A) and all taxes complete excluding GST) | 4865.64 | Cum | |
| 14 | 14 | 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-I Low porosity and all taxes complete excluding GST) | 64875.2 | Sqm | |
| 15 | 15 | Providing and applying tack coat with Bitumen Emulsion (S-90) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-III and all taxes complete excluding GST) | 64875.2 | Sqm | |
| 16 | 16 | Providing and 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 Type C as per Technical Specification Clause 508. as per Data Book item No. 5.9 Case-II (i)\nCase-II By Mechanical Means With Bitumen 80/100 and all taxes complete excluding GST) | 64875.2 | Sqm | |
| 17 | 17 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using Type C as per Technical Specification Clause 510. as per Data Book item No. 5.12(A) Type-C\nB. By Mechanical Means Case - III : Type C (I) Bitumen 80/100 and all taxes complete excluding GST) | 64875.2 | Sqm | |
| 18 | 18 | Brick Edging on both sides of road with M - 150 class bricks on edge (BOE) 3\" wide and 4½\" deep complete as per P.W.D. S.I. No. 765. and all taxes complete excluding GST) | 33900 | Rm | |
| 19 | 19 | 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 and all taxes complete excluding GST) | 184 | Nos. | |
| 20 | 20 | Providing 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 as per Data Book item No. 10.16 and all taxes complete excluding GST) | 5 | Nos. | |
| 21 | 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 per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I) and all taxes complete excluding GST) | 18 | Nos. | |
| 22 | 22 | Providing and erecting PMGSY LOGO BOARD consisting of composit unit of two MS plate of 1.6 mm,the top most plate will be a diamond of 600X600 mm size welded over MS flat iron frame of 25X5 mm on back edges and connected to bottom plate by square steel section of 47X47X12 SWG upto top point ,the bottom plate will be direction and place identification of semi reflective sign board as per IRC:67-1977 made of 2 mm thick MS sheet duly stove enameled paint in white colour in front and grey colour in back with red reflective border of 70 mm width and required message,letters,figures with reflective engg grade tape as per clause 1701.3.9 of MORD of required shade and colour supported and welded on 47X47X12 SWG square sheet tube of 3050 mm height duly strenghthened by 25X5mm MS flat iron on edges on back and firmly fixed to the ground by means of properly designed foundations with M 15 grade cement concrete of 450X450X600 mm.600 mm below ground level.The distance between bottom of LOGO diamond and top of the PMGSY NAME BOARD must be kept 100 mm as per approved drawing and tech sp. clause 1701 and all taxes complete excluding GST) | 7 | Nos. | |
| 23 | 23 | Providing and erecting CITIZEN INFORMATION BOARD consisting of composit unit of two MS plate of 1.6 mm,the top most plate and bottom plate will be a of 900X600 mm size welded over 2 vertical and 4 horizontal MS flat iron frame of 25X5 mm on back and all unit connected to square steel section of 75X75X12 SWG frame as per approved drawing and tech specification.Board will be of semi reflective sign board as per IRC:67-1977 duly stove enameled paint in white colour in front and grey colour in back with yellow reflective border of 15 mm width on bottom plate and three side boarder on top plate.on top plate top 100 mm yellow heading band will be made.On white back ground required message,letters,figures with reflective engg grade tape as per clause 1701.3.9 of MORD tech. sp. of required shade and colour supported and welded on 75X75X12 SWG square sheet tube of 3200 mm height duly strenghthened by 2 horizontal bars of square steel section of 75X75X12mm on top and another at 50 mm from bottom plate and 650 mm from bottom plate and 650 from GL.The board will be firmly fixed to the ground by means of properly designed foundations with M 15 grade cement\n concrete of 600X600X750 mm.750 mm below ground level.The distance \nbetween bottom of top plate and top of the bottom plate must be kept 50 mm\n as per approved drawing and tech sp. clause 1701 and all taxes complete excluding GST) | 2 | Nos. | |
| 24 | 24 | 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 as per Data Book item No. 10.10 and all taxes complete excluding GST) | |||
| 25 | 25 | (A) K.M. Stone | 15 | Nos. | |
| 26 | 26 | (B) 5 K.M. Stone | 3 | Nos. | |
| 27 | 27 | (C) 0.200 Km. Stone | 68 | Nos. | |
| 28 | 28 | Construction of Side Drain & Culverts | |||
| 29 | 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 and all taxes complete excluding GST) | 3140.86 | Cum. | |
| 30 | 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) and all taxes complete excluding GST) | 42.5 | Cum. | |
| 31 | 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) and all taxes complete excluding GST) | 308.224 | Cum. | |
| 32 | 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) and all taxes complete excluding GST) | 565.9 | Cum. | |
| 33 | 33 | Providing and Laying reinforced concrete pipe NP3 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) and all taxes complete excluding GST) | |||
| 34 | 34 | 450 mm Dia NP3 Hume Pipe | 200 | Rmt. | |
| 35 | 35 | 1000 mm Dia NP3 Hume Pipe in single row for | 67.5 | Rmt. | |
| 36 | 36 | 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 and all taxes complete excluding GST) | 25.2112 | Qtl | |
| 37 | 37 | 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) and all taxes complete excluding GST) | 52.362 | Cum | |
| 38 | 38 | 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) and all taxes complete excluding GST) | 32.31 | Cum | |
| 39 | 39 | 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 and all taxes complete excluding GST) | 86.13 | Cum | |
| 40 | 40 | Random Rubble/R.C.R. Stone Masonry Work in cement mortar in foundation or Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (III)(ii) and all taxes complete excluding GST) | 4116.89 | Cum | |
| 41 | 41 | 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 and all taxes complete excluding GST) | 3273.24 | Sqm | |
| 42 | 42 | Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates) and all taxes complete excluding GST) | 24 | Nos. | |
| 43 | 43 | 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 and all taxes complete excluding GST) | 745 | Nos. | |
| 44 | 44 | 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 and all taxes complete excluding GST) | 529.2 | Nos. |
AI Tender Summary
Tender Timeline
Jan 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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