Construction Of Road From Doki More To Barwahi Bandua In Manika At Latehar .
Tender Value
82.90 Lakhs
Estimated cost
Bid Submission
12 Nov 2020
0 days left
EMD
1.66 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
Latehar → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Doki More To Barwahi Bandua In Manika At Latehar .
BOQ
| Name of Work:Construction of Road From Doki More to Barwahi Bandua in Manika at Latehar. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery\nof the area as per Technical Specification Clause 201. | 0.2 | Hectare | |
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,\nshrubs, saplings and trees of girth upto 300 mm, removal of 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In area of non-thorny jungle by mechanical means. | 0.2 | Hectare | |
| 3 | 3 | Construction of Subgrade and Earthen Shoulders 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 | 174.57 | m3 | |
| 4 | 4 | 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\n1000 m as per Technical Specification Clause 303.1. | 698.27 | m3 | |
| 5 | 5 | Construction of granular sub-base by providing well graded material, spreading\nin uniform layers with motor grader on prepared surface, mixing by mix in place\nmethod with rotavator at OMC, and compacting with smooth wheel roller to\nachieve the desired density, complete as per Technical Specification Clause\n401. For Grading III Material | 180.48 | m3 | |
| 6 | 6 | 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, 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,\nsteel 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\nslabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 1215.26 | m3 | |
| 7 | 7 | Providing and fixing of typical PMGSY informatory sign board with Logo as per\nMORD 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 | 1 | nos | |
| 8 | 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 49.5 | m3 | |
| 9 | 9 | Providing and laying of dry rubble flooring complete as per drawing and Technical Specifications Clause 1303.3 | 6.75 | m3 | |
| 10 | 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C Grade M-15) | 6.75 | m3 | |
| 11 | 11 | Stone masony work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202& 1203 Coarse Rubble Masonary in C.M (1:4) in foundayion | 12.15 | m3 | |
| 12 | 12 | Stone masony work in cement mortar in sub- structure complete as per drawing and technical specifications Clauses 702, 704, 1202& 1203 Coarse Rubble Masonary in C.M (1:4) in foundayion | 3.05 | m3 | |
| 13 | 13 | Plain/Reinforced cement concrete in Sub-structure complete as per drawing and Technical Specifications (P.C.C Grade M-15) | 4.75 | m3 | |
| 14 | 14 | Plain/Reinforced cement concrete in Sub-structure complete as per drawing and Technical Specifications (P.C.C Grade M-15 in Deck Slab) | 9 | m3 | |
| 15 | 15 | Suppling fitting and piacing HYSD Bar reinforcement in super-structure complete as per drawing and technical specificatons | 1.305 | MT | |
| 16 | 16 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 73.5 | m2 | |
| 17 | 17 | 12 % GST | BI01010001010000000000000515BI0100001157 | 12 | GST |
| 18 | 18 | 1% Labour Cess | BI01010001010000000000000515BI0100001158 | 1 | Cess |
AI Tender Summary
Tender Timeline
Nov 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 13, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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