Construction And Maintenance Of Roads In District Gorakhpur Package No Up 31136 , Bardand Chauraha To Dhadhauna Road
Tender Value
4.77 Crore
Estimated cost
Bid Submission
16 Jun 2021
0 days left
EMD
9.55 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
Gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance Of Roads In District Gorakhpur Package No Up 31136 , Bardand Chauraha To Dhadhauna Road
BOQ
| Name of Work: Construction & Maintenance of Roads in District Gorakhpur Package No.UP:31136 (A) Name of Road: Bardand Chauraha to Dhadhauna Road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Work | |||
| 2 | 2 | Cleaning and grubbing of Road Land including uprooting vegetation, grass, bush, shrubs, saplings and trees of girth up to 300 mm, removal of stumps cut earlier and disposal of unserviceable material and stacking of serviceable material to be used for auctioned up to 1000 m including top organic soil not exceeding 150 mm thickness as per Technical Specification Clause 201by Manual Means. (In area of non-thorny jungle) | 24000 | sqm | |
| 3 | 3 | Construction of Reference/ Working Bench Mark of RCC GRADE - M20 (Nominal mix 1:1.5:3) of size 200x200x2000 mm as directed by E/I as per MORD specification No. 108 | 242 | No. | |
| 4 | 4 | Construction of Embankment with approved materials deposited at site from excavation of drain and foundation of other structures within 100 m lead graded to required slopes and compacted to meet requirement of tables 300.1 and 300.2 of MORD specification i.e. Minimum field compaction 97 % as per MORD Technical Specification clause 301.5.Earth work in excavation to be in the form of regular pits not exceeding 500mm depth,Borrowpits will be at least 1.50 m. away from Toe line of the embankment otherwise it will be filled-up by the contractor and Earthwork in embankment to be in 150 mm layer including watering the earth to bring it to the required OMC and compacting with static or Vibratory roller 80-100 kN breaking of clods ,ramming and dressing the surface to required levels and slope as directed by Engineer.Excavation of Earth by Hydraulic Excavator will not be allowed in any case. | 16356.8 | cum | |
| 5 | 5 | Same as above but Construction of Embankment with approved materials deposited at site from excavation of drain and foundation of other structures within 100 m lead graded to required slopes and compacted to meet requirement of clause 303.3.4 and 303.3.5.3 of MORD specification i.e. Minimum field compaction 100 % in sub-grade & shoulders as per MORD Technical Specification clause 303.5.2,303. | 4348.72 | cum | |
| 6 | 6 | Construction of Sub grade and earthen shoulder with approved materials obtained from borrow pits with all lift and leads transporting to site, spreading graded to required slopes and compacted to meet requirement of clause 303.3.4 and 303.5.2 i.e. minimum field compaction 100 % with a lead up to 1000 m. as per MORD Technical Specification clause 303,407. Earth work in excavation to be in the form of regular pits not exceeding 500mm depth, and Earthwork in embankment to be in 150 mm layer including watering the earth to bring it to the required OMC(optimum moisture contents), and compacting with static roller of 8~10 KN, or Vibratory roller 80-100 kN breaking of clods ,ramming and dressing the surface to required levels and slope as directed by Engineer. including Top 300 mm layer of Sub grade , In Patries & shoulder widening at curves & at entrance, | 1847.95 | cum | |
| 7 | 7 | Scraping of old painted surface including disposal of all scrapped material to a distance of 30 m as directed by E/I as per UPPWD SI.No. 772 | 12936.2 | sqm | |
| 8 | 8 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1075.32 | cum | |
| 9 | 9 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 item I (A) Bituminous course (By Manual Means) | 342 | cum | |
| 10 | 10 | Construction of granular sub-base by dismentelled WBM 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. excluding cost of materials | 205.2 | cum | |
| 11 | 11 | Construction of granular sub-base 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. | 1437.93 | cum | |
| 12 | 12 | Laying, spreading and compacting of dismantelled stone aggregate of as grading -II materials base course of 45~63 mm size compacted thickness, rolling with three wheel 80~100 KN static roller, applying and brooming of screening materials of Type-B of size 11.20mm grading and binding materials of stone Dust of PI value 4~6 to fill up the interstices of the coarse aggregates, watering and rolling, making necessary Bund to protect edges lightening guarding, barricading and maintenance of diversion etc & compacting to the required density as per per Technical Specification Clause 405. (By Manual Means) | 1987.28 | cum | |
| 13 | 13 | Providing, laying, spreading and compacting stone aggregates of (Grading -III materials of 22.4~53 mm size stone ballast of approved quarry to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN to proper grade and camber, applying and brooming, stone screening Type-B of size 11.20 mm to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Manual Means). | 1627 | cum | |
| 14 | 14 | Providing and applying primer coat with Low porosity 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 | 21616.9 | sqm | |
| 15 | 15 | 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. | 21616.9 | sqm | |
| 16 | 16 | Providing, laying and rolling of open-graded premix carpet by Mechanical Means of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (as per RRM -SP-20-2002 cl.8.7.5.2 pp199 table 8.17,passing 22.4 sieve ~retaining11.20 mm sieve @ 0.18 cum per 10 sqm. & and passing 13.2mm ~retaining 5.6mm sieve @0.09 cum per 10 sqm) using penetration grade (VG-10) bitumen 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 as per Technical Specification Clause 508. | 21616.9 | sqm | |
| 17 | 17 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type \"C\" (as per MoRD clase 510.3.5 using stone chips of 6.7mm size; 100% passing from 9.5 mm sieve & 100% retained on sieve 2.36mm @ 0.09 cum per 10 sqm. with grade (VG-10) Bitumen @ 6.5 kg per 10 sqm) as per MORD Technical Specification Clause 510.3.5 | 21616.9 | sqm | |
| 18 | 18 | Laying brick soling layer on prepared sub-grade with brick on edge according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412. | 843.75 | sqm | |
| 19 | 19 | Providing and laying of interlocking Concrete Block Pavements having thickness of 80 mm including levelling and dressing of surface to required level and slope spreading and moisting 30 mm thick local sand on bed , filling joints with local sand etc. for proper completion of the work as per drawing and technical specification clause 1504. | 665 | sqm | |
| 20 | 20 | Construction 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 25 mm as per drawing and Technical Specification Clause 1501 | 356.25 | cum | |
| 21 | 21 | Provision of rumble strips covered with premix bituminous carpet, 250 mm high at centre, 250 mm wide placed at 1 m centre-to-centre in 3 lines at approved locations to control speed, marked with white strips of road marking paint as per direction of E/I and MoRD Technical Specification of relevant items. | 60 | Rm | |
| 22 | 22 | Provision of Hazard Marking near crossing and cross drainage Parapet wall with 2 coats of Black and yellow paint over a coat of primer. | 14.18 | sqm | |
| 23 | 23 | Providing and laying of hot 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 as per IRC:35. the finished surface to be levelled. Uniform and free from streaks holes. | 1237.5 | sqm | |
| 24 | 24 | Providing and fixing of Raised Pavement marker/Cat's eye/ Road Stud with twin shanks of adquate length anchored with exoxy / bitumen adhesive of approved make having moulded body of polycarbonate ASA, HIPS,or ABS able to support a load of 13.635MT tested inaccordance with ASTMD 4280 type H and other requirement mentioned in MORTH & H circular complete as per approved specification. | 560 | No. | |
| 25 | 25 | Supply and fixing of Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | 1 | No. | |
| 26 | 26 | Supply and fixing of Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | 6 | No. | |
| 27 | 27 | Supply and fixing of Reinforced cement concrete M15 grade 200m stone / Hecto metre of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | 24 | No. | |
| 28 | 28 | Providing and erecting direction of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 | 46 | No. | |
| 29 | 29 | Same as item above of Technical Specification Clause 1701 but Caution sign board | 8 | No. | |
| 30 | 30 | Same as item above of Technical Specification Clause 1701 but place identification / Village name sign board. | 15 | No. | |
| 31 | 31 | 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 | 4 | No. | |
| 32 | 32 | 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 | 1 | No. | |
| 33 | 33 | 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 | 2 | No. | |
| 34 | 34 | 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 | 1 | No. | |
| 35 | 35 | Brick edging on both side of the road of class 150 brick 7.5 cm wide 11.5 cm deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by E/I as per UP PWD specification and SI No. 765. | 5.49 | km | |
| 36 | 36 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps 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. | 569.92 | cum | |
| 37 | 37 | Providing concrete for plain/reinforced concrete (P.C.C. grade M-10) nominal mix 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 73.28 | cum | |
| 38 | 38 | Brick masonry work in 1:3 cement and coarse sand of 2.9 FM mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | 106.75 | cum | |
| 39 | 39 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 | 45.66 | cum | |
| 40 | 40 | Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 17.6 | cum | |
| 41 | 41 | Plastering with cement & coarse sand of 2.9 FM mortar in proportion of 1:4, 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 1080 | sqm | |
| 42 | 42 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Coarse Sand Filling) | 49.72 | cum | |
| 43 | 43 | Laying Cement Concrete 450 mm dia Pipe NP3 (buried conduits) including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets | 100 | Rm | |
| 44 | 44 | Providing and laying reinforced cement concrete pipe NP3 for culverts 1000mm dia NP-3 in single row 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. | 30 | Rm | |
| 45 | 45 | S/Fixing of Precast Wheel Guard of Standard size as Hectometre Stone specification. | 12 | No. | |
| 46 | 46 | Reinforced cement concrete in M-20 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. | 3 | cum | |
| 47 | 47 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.36 | Qtl | |
| 48 | 48 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 160.74 | sqm | |
| 49 | 49 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 12.03 | sqm | |
| 50 | 50 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per PWD Specification upto size 2.50 cm to 8 cm including supply of all material, labour, T7P etc. for required completion of work Matras commas and the like not to be measured and in Hindi. | 90 | Each |
AI Tender Summary
Tender Timeline
Jun 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 16, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 17, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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