Strengthening Of Road From Manikpur Rahargora Tola To Kalimati Main Road . ( Length-2 . 050 Km . ) .
Tender Value
69.85 Lakhs
Estimated cost
Bid Submission
01 Oct 2019
0 days left
EMD
1.39 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
DUMARIA → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Road From Manikpur Rahargora Tola To Kalimati Main Road . ( Length-2 . 050 Km . ) .
BOQ
| Name of Work: Strengthening of road from Manikpur Rahargora tola to Kalimati main road. (Length: 2.050) | |||||
|---|---|---|---|---|---|
| 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 | 0.5 | Ha. |
| 2 | 2 | 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. | BI01010001010000000000000515BI0100001113 | 1863.45 | m3 |
| 3 | 3 | Construction of granular sub-base For Grading III Material 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. | BI01010001010000000000000515BI0100001114 | 112.38 | m3 |
| 4 | 4 | Providing, laying, spreading and compacting stone aggregates (WBM Gr. - II) 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. By Mechanical Means. | BI01010001010000000000000515BI0100001115 | 126.45 | m3 |
| 5 | 5 | Providing, laying, spreading and compacting stone aggregates (WBM Gr. - III) 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. By Mechanical Means. | BI01010001010000000000000515BI0100001116 | 171.28 | m3 |
| 6 | 6 | Providing & laying 50mm thick built up spray grout over WBM Surface including cleaning the surface heating bitumen to required temperature applying primer and tack coat @ 10 kg/ 10M2 and also including cost of bitumen and stone aggregates conforming to physical properties & grading given in the MOST table 500-7(3rd revision) spreading stone metal @ 0.66 cum per 10 M2 in laying, hand packing rolling compacting & then applying spray of bitumen @ 15 kg/ 10 M2 finishing with key aggregates 0.13 cum/10 M2 in proper grade camber of super elevation and rolling the same with road roller and finishing the surface with template including the cost of barriers, danger signal, chowkidar, making and maintaining diversion including cost of all labours cost of POL and all other lubricants & also hire charges of road roller with depreciation & major repair all complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001117 | 2283.84 | m2 |
| 7 | 7 | Providing 50mm thick compacted built up spray grout over old bituminous surface in grade camber of super elevation with stone aggregates and key aggregates @ 0.66 cum and 0.13 cum per 10 M and as per MOST table 500-7 and bitumen 20kg including tack coat all per 10 M2 including cost of heating bitumen to required temperature applying tack coat @ 10kg/10M2 and also including cost of bitumen and stone aggregates conforming to physical properties & grading given in the MOST table 500-7(3rd revision) spreading stone metal @ 0.66 cum per 10 M2 in laying, hand packing rolling compacting & then applying spray of bitumen @ 15kg / 10 M2 finishing with key aggregates 0.13cum/ 10 M2 in proper grade camber of super elevation and rolling the same with road roller and finishing the surface with template including the cost of barriers, danger signal, chowkidar, making and maintaining diversion including cost of all labours cost of POL and all other lubricants & also hire charges of road roller with depreciation & major repair all complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001118 | 4154.91 | m2 |
| 8 | 8 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001119 | 6438.75 | m2 |
| 9 | 9 | 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. By Manual Means Bitumen (S-65). | BI01010001010000000000000515BI0100001120 | 6438.75 | m2 |
| 10 | 10 | Providing and laying seal coat Type - 'A' 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, Bitumen (S-65). | BI01010001010000000000000515BI0100001121 | 6438.75 | m2 |
| 11 | 11 | 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, | BI01010001010000000000000515BI0100001122 | 265.13 | m3 |
| 12 | 12 | Reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | BI01010001010000000000000515BI0100001123 | 3 | each |
| 13 | 13 | Reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | BI01010001010000000000000515BI0100001124 | 7 | each |
| 14 | 14 | 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 |
| 15 | 15 | Excavation for Structures in Ordinary soil (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.) | BI01010001010000000000000515BI0100001126 | 93.588 | m3 |
| 16 | 16 | Providing concrete for plain/reinforced concrete P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001127 | 14.1 | m3 |
| 17 | 17 | Random Rubble Masonry in cement mortar 1:4 of in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. | BI01010001010000000000000515BI0100001128 | 41 | m3 |
| 18 | 18 | Random rubble masonry in cement mortar (1:4) in substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | BI01010001010000000000000515BI0100001129 | 23 | m3 |
| 19 | 19 | Coursed rubble masonry (2nd sort) in 1:4 cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. | BI01010001010000000000000515BI0100001130 | 23.35 | m3 |
| 20 | 20 | Coursed rubble masonry (1st sort) in 1:4 cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | BI01010001010000000000000515BI0100001131 | 2.23 | m3 |
| 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. | BI01010001010000000000000515BI0100001132 | 7.5 | m |
| 22 | 22 | Plain/reinforced cement concrete P.C.C grade M 15 with Nominal mix (1:2.5:5) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | BI01010001010000000000000515BI0100001133 | 1.6 | m3 |
| 23 | 23 | 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 | BI01010001010000000000000515BI0100001134 | 20 | each |
| 24 | 24 | Plastering with cement mortar (1:4), 15 mm thick in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001135 | 21.07 | m2 |
| 25 | 25 | Pointing with cement mortar (1:3) as per drawing and technical specification Clauses 613.3 and 1204 | BI01010001010000000000000515BI0100001136 | 40 | m2 |
| 26 | 26 | Goods & Service Tax (G.S.T.) - | BI01010001010000000000000515BI0100001170 | 6.17552e+06 | Rs. |
| 27 | 27 | Labour Cess - | BI01010001010000000000000515BI0100001171 | 6.91658e+06 | Rs. |
AI Tender Summary
Tender Timeline
Sep 25, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 04, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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