Construction I/C Metalling And Blacktopping Of A Road From Kherapara To Josipara ( Via Mibonpara ) ( 5 . 00 Km ) ( Mg/06/03/92 ) Upgradation Construction I/C Mbt
Tender Value
4.63 Crore
Estimated cost
Bid Submission
30 Jan 2020
0 days left
EMD
9.26 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kherapara → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I / C Metalling And Blacktopping Of A Road From Kherapara To Josipara ( Via Mibonpara ) ( 5 . 00 Km ) ( Mg / 06 / 03 / 92 ) Upgradation Construction I / C Mbt
BOQ
| Name of Work: Construction i/c Metalling and Blacktopping of a road from Kherapara to Josipara (via Mibonpara ) (L= 5.00Km) - Upgradation | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Compacting Original Ground | |||
| 2 | 1.01 | (ii) Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 5906.25 | Cum | |
| 3 | 2 | Construction of Subgrade and Shoulder | |||
| 4 | 2.01 | Construction of Sub Grade and Earthen Shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted etc. upto a lead of 1000 m as per technical specification Clause 303.1 | 1680 | Cum | |
| 5 | 3 | Sub Base | |||
| 6 | 3.01 | (A) By mix in Place Method \nConstruction 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.\n(II) For Grading Material (Gr - II ) | 3103.16 | Cum | |
| 7 | 4 | BASE COURSE | |||
| 8 | 4.01 | Water Bound Macadam Sub-base/base 1)WBM Grading 1 Water Bound Mecadam\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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A).By Manual Means\n2) Grading-II (A) By manual Means | 1804.71 | Cum | |
| 9 | 4.02 | 3) Grading-III (A) By manual means | 1804.71 | Cum | |
| 10 | 5 | Bituminous work | |||
| 11 | 5.01 | Prime-Coat (i) Low porosity\nProviding and applying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of .70-1.0 kg/sqm using mechanical means etc. | 16187.5 | Sqm | |
| 12 | 5.02 | Tack-coat (ii).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. | 16187.5 | Sqm | |
| 13 | 5.03 | OGPC (Cold Mix)\n20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder \nProviding , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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.\nCase-II By Mechanical Means\n(i) Bitumen (S-90) | 16187.5 | Sqm | |
| 14 | 5.04 | Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause\nB) By mechanical means.\nCase II Type-C\n(i) Bitumen (S-90) | 16187.5 | Sqm | |
| 15 | 6 | Protection Works (Retaining Wall 5.00 m Ht) | |||
| 16 | 6.01 | Excavation for Structures\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 27.99 | Cum | |
| 17 | 6.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nl)Plain cement concrete M 10 grade | 41.971 | Cum | |
| 18 | 6.03 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\ni)Random Rubble Masonry\nIn 1:3 cement mortar | 393.029 | Cum | |
| 19 | 6.04 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\ni)Random Rubble Masonry\nIn 1:3 cement mortar | 26.4 | Cum | |
| 20 | 6.05 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4\nii)Coursed rubble masonry (1st sort)\nIn 1:3 cement mortar | 32.4 | Cum | |
| 21 | 6.06 | Pointing with Cement Mortar (1:3) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete. | 300 | Sqm | |
| 22 | 6.07 | 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 | 300 | each | |
| 23 | 6.08 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 193.8 | Cum | |
| 24 | 7 | Pipe Culvert (For Damaged Parapet Walls Only) | |||
| 25 | 7.01 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4\nii)Coursed rubble masonry (1st sort)\nIn 1:3 cement mortar | 23.77 | Cum | |
| 26 | 7.02 | Pointing with Cement Mortar (1:3) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete. | 61.749 | Cum | |
| 27 | 8 | Unlined Drain | |||
| 28 | 8.01 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. | 4200 | Rm | |
| 29 | 9 | Trafic - Signs | |||
| 30 | 9.01 | B. Semi Reflective Traffic Signs\n(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801\nii) 600 mm Equilateral Triangle | 18 | each | |
| 31 | 9.02 | iii) 600 mm Circular | 5 | each | |
| 32 | 9.03 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 | 2 | No | |
| 33 | 10 | PMGSY Informatory Sign Board with Logo\nProviding and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. | |||
| 34 | 10.01 | (i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06) | 3 | No | |
| 35 | 10.02 | (ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06) | 3 | No | |
| 36 | 11 | Logo of PMGSY Project | |||
| 37 | 11.01 | Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. | 1 | No | |
| 38 | 12 | “Citizen’s information Board” | |||
| 39 | 12.01 | Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm | 1 | No | |
| 40 | 12.02 | Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and Technical Specification Clause 1703 | 1 | No | |
| 41 | 12.03 | Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and Technical Specification Clause 1703 | 4 | No | |
| 42 | 12.04 | Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification Clause 1703 | 20 | No | |
| 43 | 12.05 | Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 | 110 | No | |
| 44 | 13 | Maintenance | |||
| 45 | 13.01 | Maintenance for 1st Year | 5 | Km | |
| 46 | 13.02 | Maintenance for 2nd Year | 5 | Km | |
| 47 | 13.03 | Maintenance for 3rd Year | 5 | Km | |
| 48 | 13.04 | Maintenance for 4th Year | 5 | Km | |
| 49 | 13.05 | Maintenance for 5th Year | 5 | Km |
AI Tender Summary
Tender Timeline
Jan 10, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 31, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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