Tender For Civil Works - Road Works -Pmgsy Path To Rajput Tola ( U . E )
Tender Value
34.67 Lakhs
Estimated cost
Bid Submission
29 Jul 2019
0 days left
EMD
69352
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
GOGRI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Road Works -Pmgsy Path To Rajput Tola ( U . E )
BOQ
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Setting Out of Pillars | |||
| 2 | 2 | Providing & Fixing of Working benchmark Pillars 4 nos. per km & 40 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | 0.575 | Km | |
| 3 | 3 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | 0.23 | Ha | |
| 4 | 4 | Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess). | 43.59 | Cum | |
| 5 | 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including Royality & Labour Cess). | 72.656 | Cum | |
| 6 | 6 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess). | |||
| 7 | 7 | 40 % of Total From 1000 m lead | 297.6 | Cum | |
| 8 | 8 | 60 % of Total From 100 m lead | 446.4 | Cum | |
| 9 | 9 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). | 213.44 | cum | |
| 10 | 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix Grading - II | 78.41 | Cum | |
| 11 | 11 | 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. | |||
| 12 | 12 | WBM Grading 3 (By Manual Means ) | 136.27 | Cum | |
| 13 | 13 | Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501. | 351.9 | cum | |
| 14 | 14 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | |||
| 15 | 15 | ii) Km stone | 2 | No. | |
| 16 | 16 | iii) 200 m stone | 2 | No. | |
| 17 | 17 | Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. | |||
| 18 | 18 | 600 mm equilateral & triangle, | 2 | Nos | |
| 19 | 19 | 600 mm circular , | 2 | Nos | |
| 20 | 20 | 800 mm x 600 mm rectangular, | 2 | Nos | |
| 21 | 21 | Providing and Fixing 'Logo' of MMGSY Project | |||
| 22 | 22 | MMGSY LOGO | 2 | No. | |
| 23 | 23 | MAIN INFORMATION BOARD WITH MMGSY LOGO | 1 | No. | |
| 24 | 24 | BHARAT NIRMAN/CITIZEN INF. LOGO | 1 | No. | |
| 25 | 25 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. | 2 | No. | |
| 26 | 26 | Total Construction Cost : | |||
| 27 | 27 | Sub Head - 5 Years Routine Maintenance after completion of construction work | |||
| 28 | 28 | For 1st Year | 1 | Yr. | |
| 29 | 29 | For 2nd Year | 1 | Yr. | |
| 30 | 30 | For 3rd Year | 1 | Yr. | |
| 31 | 31 | For 4th Year | 1 | Yr. | |
| 32 | 32 | For 5th Year | 1 | Yr. |
AI Tender Summary
Tender Timeline
Jul 23, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 30, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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