Construction Of Road From Koridih-1 To Narayanpur Mahavidyalay ( 1 . 150 Km )
Tender Value
68.93 Lakhs
Estimated cost
Bid Submission
06 Aug 2019
0 days left
EMD
1.38 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
JAMTARA → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Koridih-1 To Narayanpur Mahavidyalay ( 1 . 150 Km )
BOQ
| 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 of the area as per Technical Specification Clause 201. | BI01010001010000000000000515BI0100001115 | 0.55 | Ha |
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, 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.\n(By Mechanical Means in area of non-thorny jungle) | BI01010001010000000000000515BI0100001116 | 0.55 | Ha |
| 3 | 3 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | BI01010001010000000000000515BI0100001117 | 900 | 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 free lead as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001118 | 1410.47 | M3 |
| 5 | 5 | 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 as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001119 | 352.62 | M3 |
| 6 | 6 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001120 | 52.64 | M3 |
| 7 | 7 | 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.\nWith Grading-III Material (crushed stone aggregate) | BI01010001010000000000000515BI0100001121 | 613.58 | M3 |
| 8 | 8 | 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, 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 | BI01010001010000000000000515BI0100001122 | 757.5 | M3 |
| 9 | 9 | Reinforced cement concrete M15 grade Ordinary kilometre stone (precast) 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. | BI01010001010000000000000515BI0100001123 | 2 | nos. |
| 10 | 10 | Providing and fixing of Informatory Signboard with 'Logo' as per 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 | BI01010001010000000000000515BI0100001124 | 1 | nos. |
| 11 | 11 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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 | BI01010001010000000000000515BI0100001125 | 1.8 | m2 |
| 12 | 12 | E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. (with manual means in ordinary soil & Depth upto 3m) | BI01010001010000000000000515BI0100001126 | 70.19 | M3 |
| 13 | 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\n(P.C.C. Grade M-15 in Open Foundation) | BI01010001010000000000000515BI0100001127 | 10.2 | M3 |
| 14 | 14 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nRandom Rubble Masonary in C.M. 1:4 in foundation in Drain & in Retaining Wall | BI01010001010000000000000515BI0100001128 | 25.63 | M3 |
| 15 | 15 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nRandom Rubble Masonary in C.M. 1:4 in Retaining Wall | BI01010001010000000000000515BI0100001129 | 14.38 | M3 |
| 16 | 16 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nCoarse Rubble Masonry Work in CM 1:4 in foundation in Culverts | BI01010001010000000000000515BI0100001130 | 23.35 | M3 |
| 17 | 17 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nCoarse Rubble Masonry Work in Cement Mortar 1:4 in Culverts | BI01010001010000000000000515BI0100001131 | 2.23 | M3 |
| 18 | 18 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.\n(P.C.C. Grade M-15 in Coping) | BI01010001010000000000000515BI0100001132 | 1.4 | M3 |
| 19 | 19 | Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204 | BI01010001010000000000000515BI0100001133 | 25 | M2 |
| 20 | 20 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 | BI01010001010000000000000515BI0100001134 | 21.07 | M2 |
| 21 | 21 | Providing and laying reinforced cement concrete pipe 1000mm dia NP3 for culverts on first class bedding of granular material 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. | BI01010001010000000000000515BI0100001135 | 7.5 | M |
| 22 | 22 | 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 | BI01010001010000000000000515BI0100001136 | 25 | nos. |
| 23 | 23 | Goods & Service Tax (G.S.T.) - | BI01010001010000000000000515BI0100001137 | 6.09412e+06 | Rs. |
| 24 | 24 | Labour Cess - | BI01010001010000000000000515BI0100001138 | 6.82541e+06 | Rs. |
AI Tender Summary
Tender Timeline
Aug 01, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 08, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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