Construction I/C Metalling And Blacktopping Of A Road From Belobekgiri To Raksam Songma ( 3 . 40 Km ) ( Mg/01/03/24 ) Upgradation Construction I/C Mbt
Tender Value
2.08 Crore
Estimated cost
Bid Submission
15 Nov 2019
0 days left
EMD
4.17 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Belobekgiri → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I / C Metalling And Blacktopping Of A Road From Belobekgiri To Raksam Songma ( 3 . 40 Km ) ( Mg / 01 / 03 / 24 ) Upgradation Construction I / C Mbt
BOQ
| Name of Work: Construction i/c Metalling and Blacktopping of a road from Belobekgiri to Raksam Songma (L= 3.40Km) - Upgradation | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of sub-grade and earthen shoulders | |||
| 2 | 1.01 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000m…. (For earthen shoulders) | 2677.5 | Cum | |
| 3 | 2 | Granular Sub-base with Well Graded Material (Table 400.1) \n(A) By mixing in place method. | |||
| 4 | 2.01 | Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. | 2217.6 | Cum | |
| 5 | 3 | Water Bound Macadam Sub-base/Base:\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. | |||
| 6 | 3.01 | Grading-2 (A) By manual means | 803.25 | Cum | |
| 7 | 3.02 | Grading-3 (A) By manual means | 803.25 | Cum | |
| 8 | 4 | Bituminous work | |||
| 9 | 4.01 | Prime Coat:\n(i) Low porosity: Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using mechanical means as per technical Clause 502. | 10710 | Sqm | |
| 10 | 4.02 | Tack Coat:\n(III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503. | 10710 | Sqm | |
| 11 | 4.03 | 20mm thick Open-Graded Premix Carpet using Bituminous Emulsion as per Technical Specification clause 508.2\nProviding, 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. | 10710 | Sqm | |
| 12 | 4.04 | Seal coat:\nProviding and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, using cold emulsion grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.\nA. By Manual Means\nCase - I : Type C | 10710 | Sqm | |
| 13 | 5 | Construction of unlined surface drain: Construction of unlined surface drain to the area of 0.40 sqm in soil to the specified lines,grade ,level and dimensions.Excavated materials to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m)as per Technical Specification Clause 307. (A) Manual means | 1159 | m | |
| 14 | 6 | C.D Works:- | |||
| 15 | 7 | Earthwork in excavation for structures as per drawing and technical specifications etc\n(i) Upto 3.00m Depth | |||
| 16 | 7.01 | Abutment | 170.1 | cum | |
| 17 | 7.02 | Return Wall | 278.4 | cum | |
| 18 | 8 | (ii) 3m to 6m Depth | |||
| 19 | 8.01 | Abutment | 68.04 | cum | |
| 20 | 8.02 | Return Wall | 120.64 | cum | |
| 21 | 9 | Backfilling behind abutment, Wingwall and Return wall | |||
| 22 | 9.01 | (i) granular material | 90 | Cum | |
| 23 | 10 | Providing and laying filter media with crushed aggregates as per specifcatons to a thckness of not less than 600 mm with smaller size towards soil and bigger size towards wall etc | 21.6 | Cum | |
| 24 | 11 | Providing concrete for plain / reinforced concrete in open foundations\n(i) PCC Grade M10. Nominal Mix 1:3:6 | |||
| 25 | 11.01 | Below Abutment | 15.12 | cum | |
| 26 | 11.02 | Below Return Wall | 15.62 | cum | |
| 27 | 12 | (iii) PCC Grade M 20 ( Nominal 1:2:4 ) | |||
| 28 | 12.01 | Abutment | 81.6 | cum | |
| 29 | 12.02 | Return Wall | 81.26 | cum | |
| 30 | 13 | Plain / Reinforced cement concrete in sub -structures\nPCC Grade M 20 | |||
| 31 | 13.01 | Abutment | 115.2 | cum | |
| 32 | 13.02 | Return Wall | 48 | cum | |
| 33 | 13.03 | Return Wall | 57.6 | cum | |
| 34 | 13.04 | Return Wall | 8.81 | cum | |
| 35 | 14 | Providing and laying reinforced cement concrete in super structure\n(ii) RCC Grade M 25 | |||
| 36 | 14.01 | Bearing | 3.24 | cum | |
| 37 | 14.02 | Dart Wall | 2.7 | cum | |
| 38 | 14.03 | Slab | 45 | cum | |
| 39 | 14.04 | Kerb | 1.5 | cum | |
| 40 | 14.05 | Posts | 0.9 | cum | |
| 41 | 14.06 | Railing | 1.44 | cum | |
| 42 | 15 | Drainage spouts | 8 | Nos | |
| 43 | 16 | Providing and laying a buried expansion joint | 24 | Nos | |
| 44 | 17 | Providing and laying wearing course M30 | 4 | Cum | |
| 45 | 18 | Supplying, fitting and placing of TMT bar reinforcements\nAs per Annexure - A {TMT BAR CALCULATION ( SLAB )} | 4.382 | Ton | |
| 46 | 19 | Haulage for materials\nStone aggregates\nStone quarry located at 9th Km of Bajengdoba Resu Road ( surfaced road - 17 kms, Unsurface road - 2 kms )\nStone quantity as per Annexure A | |||
| 47 | 19.01 | Surfaced road | 386.15 | T-Km | |
| 48 | 19.02 | Unsurface road | 386.15 | T-Km | |
| 49 | 20 | Haulage for materials\nSand :-\nSand quarry located at 43rd km of NH-51 ( surfaced road - 26 kms, Unsurface road - 3 kms )\nStone quantity as per Annexure A | |||
| 50 | 20.01 | Surfaced road | 197.35 | T-Km | |
| 51 | 20.02 | Unsurface road | 197.35 | T-Km | |
| 52 | 21 | Providing and fixing 'Logo' of PMGSY: \nProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD 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 | |||
| 53 | 21.01 | Citizen Informatory Board of PMGSY (As per SOR of 2015-16) | 1 | Each | |
| 54 | 21.02 | Providing & fixing Logo of PMGSY ((As per SOR of 2015-16) ) | 1 | Each | |
| 55 | 22 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | 1280 | sqm | |
| 56 | 23 | Maintenance | |||
| 57 | 23.01 | 1st Year | 3.4 | Km | |
| 58 | 23.02 | 2nd Year | 3.4 | Km | |
| 59 | 23.03 | 3rd Year | 3.4 | Km | |
| 60 | 23.04 | 4th Year | 3.4 | Km | |
| 61 | 23.05 | 5th Year | 3.4 | Km |
AI Tender Summary
Tender Timeline
Nov 01, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 15, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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