Construction Of Road From Village Pipra To Dombabera Iia Boro River , Block - Bishnugarh , District - Hazaribag
Tender Value
53.48 Lakhs
Estimated cost
Bid Submission
04 Sep 2019
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
Bishungarh → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Village Pipra To Dombabera Iia Boro River , Block - Bishnugarh , District - Hazaribag
BOQ
| Name of Work: Construction of Road from Village Pipra to Dombabera iia Boro River, Block - Bishnugarh, District - Hazaribag | |||||
|---|---|---|---|---|---|
| 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. | BI01010001010000000000000515BI0100001112 | 0.38 | 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) | BI01010001010000000000000515BI0100001113 | 0.38 | 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. | BI01010001010000000000000515BI0100001114 | 922.5 | 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. | BI01010001010000000000000515BI0100001115 | 2935.6 | 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. | BI01010001010000000000000515BI0100001116 | 733.88 | 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 | BI01010001010000000000000515BI0100001117 | 20.25 | 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) | BI01010001010000000000000515BI0100001118 | 533.81 | M3 |
| 8 | 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Using Screening Crushable type materials such as stone aggregate & moorum or gravel by Mechanical Means) | BI01010001010000000000000515BI0100001119 | 183.16 | M3 |
| 9 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Using Screening Crushable type materials such as stone aggregate by Mechanical Means) | BI01010001010000000000000515BI0100001120 | 176.12 | M3 |
| 10 | 10 | Providing & laying 50 mm thick builtup spray grout over W.B.M. surface including cleaning the surface, heating bitumen to required temperature, applying prime & tack coat @ 10 Kg / 10 M2 and also including cost of bitumen and stone aggregates confirming to physical properties and grading given into the M.O.S.T. table 500-7 (3rd revision) spreading stone metal @ 0.66 M3 / 10 M2 in layer, hand packing, rolling, compacting and then applying spray of bitumen @ 15 Kg / 10 M2. Finishing with key aggregate @ 0.13 M3 / 10 M2 in proper grade, camber or superelevation and rolling the same with power road roller and finishing the surface with template, including the cost of light, barrier, danger signal and chowkidar, making and maintaining diversion including cost of all labours, cost to P.O.L. and all other lubricants and also hire charges of road roller with DMR all complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001121 | 2348.25 | M2 |
| 11 | 11 | 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 bituminous surface treated with primer & cleaned with Hydraulic broom as per Tecnical Specification Clause 503 | BI01010001010000000000000515BI0100001122 | 2348.25 | M2 |
| 12 | 12 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | BI01010001010000000000000515BI0100001123 | 2348.25 | M2 |
| 13 | 13 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510 | BI01010001010000000000000515BI0100001124 | 2348.25 | M2 |
| 14 | 14 | 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 | BI01010001010000000000000515BI0100001125 | 189.37 | M3 |
| 15 | 15 | 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 | BI01010001010000000000000515BI0100001126 | 1 | nos. |
| 16 | 16 | 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) | BI01010001010000000000000515BI0100001127 | 27 | M3 |
| 17 | 17 | 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) | BI01010001010000000000000515BI0100001128 | 3.7 | M3 |
| 18 | 18 | 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 | BI01010001010000000000000515BI0100001129 | 23.35 | M3 |
| 19 | 19 | 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 | BI01010001010000000000000515BI0100001130 | 2.23 | M3 |
| 20 | 20 | 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) | BI01010001010000000000000515BI0100001131 | 0.4 | M3 |
| 21 | 21 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 | BI01010001010000000000000515BI0100001132 | 21.07 | M2 |
| 22 | 22 | 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. | BI01010001010000000000000515BI0100001133 | 7.5 | M |
| 23 | 23 | Goods & Services Tax (G.S.T.) @ 12% | BI01010001010000000000000515BI0100001265 | 4.72852e+06 | Rs. X |
| 24 | 24 | Labour Cess @ 1% | BI01010001010000000000000515BI0100001266 | 5.29594e+06 | Rs. X |
AI Tender Summary
Tender Timeline
Aug 29, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 06, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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