State Rural Roads Development -SRRD has published Construction Of A Road From Mawpud To Sarin ( Rangthong 4Th Km Of Mgcc Road To Sarin ) ( 12 . 25 Km ) Balance Work ( Mg07/06/27 ) Stage Ii Mbt. Submission Date for this Tender is 02-11-2020. Road Work Tenders in Rangthong 4th km of MGCC road Meghalaya. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of a Road from Mawpud to Sarin (Rangthong 4th km of MGCC road to Sarin) (L=12.25Km) Stage-II (Metalling and Blacktopping)-Balance Work | |||||
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| 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) | 5499.66 | Cu.m | |
| 3 | 2 | GRANULAR SUB-BASE\nGranular Sub-base with Well Graded Material\n (Table 400.1) | |||
| 4 | 2.01 | (A) By mixing in place method\nConstruction 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, completeasper Technical Specification/ direction of EE.\n(ii) For Grading II Material (GSB) | 2968.54 | Cu.m | |
| 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 | (2) Grading-2 (A) By manual Means | 2846.21 | cu.m | |
| 7 | 3.02 | (3) Grading-3 (A) By manual Means | 3011.25 | cu.m | |
| 8 | 4 | Bituminous works | |||
| 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. | 40150 | Sq.m | |
| 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. | 40150 | Sq.m | |
| 11 | 4.03 | 20mm thick OPGC using Bituminous (penetration grade/modified bitumen) Binder\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.\nCase - I By Manual Means \n(I) Bitumen (S-90) | 40150 | Sq.m | |
| 12 | 4.04 | Seal coat:\nProviding and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, 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 A \n(I) Bitumen (S-90) | 40150 | Sq.m | |
| 13 | 5 | (I) Surface Drains in Soil | |||
| 14 | 5.01 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | 2862 | cu.m | |
| 15 | 6 | Providing and fixing 'Logo' of PMGSY: | |||
| 16 | 6.01 | (i) Repainting of Citizen,Informatory sign Board of PMGSY.All CIB,IB,logo considered as one unit | 1 | No. | |
| 17 | 6.02 | iv) Maintenance Board | 1 | No. | |
| 18 | 7 | Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 | |||
| 19 | 7.01 | II) 600 mm equilateral trianglr | 59 | No. | |
| 20 | 7.02 | iii) 600 mm circular | 28 | No. | |
| 21 | 7.03 | vi) 600 mm x 600 mm square | 2 | No. | |
| 22 | 8 | Providing Kilometre Stone\nReinforced cement concrete M15 grade kilometre 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 | |||
| 23 | 8.01 | 5th km stone | 2 | No. | |
| 24 | 8.02 | Ordinary Kilometre Stone | 12 | No. | |
| 25 | 8.03 | 200 Metre Stone | 49 | No. | |
| 26 | 9 | Painting Two Coats on New Concrete Surfaces | |||
| 27 | 9.01 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701\ni).Guard walls of HP,km posts,200 m stone,Bridges | 1594.32 | Sq.m | |
| 28 | 10 | Five Years Maintenance | |||
| 29 | 10.01 | Ist Year | 12.25 | per Km | |
| 30 | 10.02 | IInd Year | 12.25 | per Km | |
| 31 | 10.03 | IIIrd Year | 12.25 | per Km | |
| 32 | 10.04 | IVth Year | 12.25 | per Km | |
| 33 | 10.05 | Vth Year | 12.25 | per Km |
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