Tender For Civil Works - Roads - Ram Tol To Yadav Tol
Tender Value
54.47 Lakhs
Estimated cost
Bid Submission
08 Jul 2021
0 days left
EMD
1.08 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BENIPATTI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Roads - Ram Tol To Yadav Tol
BOQ
| Name of Work: ROAD NAME-RAM TOL TO YADAV TOL DIVISION-BENIPATTI, BLOCK-BISFI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out Pillars \nProviding & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | 4 | No. | |
| 2 | 2 | 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 | 0.18 | Hec | |
| 3 | 3 | 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).\nFor 1000 m lead @ 20 % | 288.188 | Cum | |
| 4 | 4 | For 100 m lead @ 80% | 1152.75 | Cum | |
| 5 | 5 | Construction of Subgrade and Earthen Shoulders\nConstruction 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). | 215.66 | Cum | |
| 6 | 6 | Granular Sub-base with Well Graded Material (Table 400.1)\n( By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. | 195.06 | Cum | |
| 7 | 7 | WBM Grading 3 (By Mechanical Means)\nProviding, 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. | 146.29 | Cum | |
| 8 | 8 | Cement Concrete Pavement\nConstruction of un-reinforced, 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 drawing and Technical Specification Clause 1501 | 312.09 | Cum | |
| 9 | 9 | Hard Shouldering\nLaying brick soling layer on prepared sub-grade with brick on end edging 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 | 515 | Sqm | |
| 10 | 10 | Kilometre stone \nReinforced 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.\nii) Km stone | 2 | No. | |
| 11 | 11 | iii) 200 m stone | 2 | No. | |
| 12 | 12 | Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 801\n600 mm equilateral & triangle, (Left Hand, Right Hand Curve & School Board) 600 mm equilateral & triangle, | 4 | No. | |
| 13 | 13 | Stop Board At Start & End | 2 | No. | |
| 14 | 14 | 600 mm x 450 mm rectangular, (Place board) | 2 | No. | |
| 15 | 15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface\nProviding 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 level, uniform and free from streaks and holes. Sealing primer may be applied in advance which is incidentally Included to the work. | 103 | Sqm | |
| 16 | 16 | (I)Providing and Fixing 'Logo' of MMGSY Project \nProviding and fixing of typical MMGSY 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 | 5 | No. | |
| 17 | 17 | HPC 1X600 MM\nEarth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 15.66 | Cum | |
| 18 | 18 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.85 | Cum | |
| 19 | 19 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) | 15.17 | Cum | |
| 20 | 20 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 7.5 | m | |
| 21 | 21 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 12.48 | Sqm | |
| 22 | 22 | Add GST @ 12% | 1 | Rs | |
| 23 | 23 | Add L.C. @ 1% | 1 | Rs | |
| 24 | 24 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs | |
| 25 | 25 | 1st Year Maintenance | 0.515 | Km | |
| 26 | 26 | 2nd Year Maintenance | 0.515 | Km | |
| 27 | 27 | 3rd Year Maintenance | 0.515 | Km | |
| 28 | 28 | 4th Year Maintenance | 0.515 | Km | |
| 29 | 29 | 5th Year Maintenance | 0.515 | Km | |
| 30 | 30 | Add GST @ 12% | 1 | Rs | |
| 31 | 31 | Add L.C. @ 1% | 1 | Rs | |
| 32 | 32 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs |
AI Tender Summary
Tender Timeline
Jun 29, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 09, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender