Tender For Construction I/C Metalling And Blacktopping Of A Road From Cherra To Laitduh (7.28 Km) (Mg/02/Iii/08/15) Upgradation
Tender Value
4.56 Crore
Estimated cost
Bid Submission
16 Aug 2023
0 days left
EMD
9.12 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
East Khasi Hills → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I/C Metalling And Blacktopping Of A Road From Cherra To Laitduh (7.28 Km) (Mg/02/Iii/08/15) Upgradation Construction I/C Mbt
BOQ
| Sl. No. | Item Description |
| 1 | Pavement Works |
| 2 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 3 | Construction of Shoulders as per Technical Specification Clause 407A.Earthen Shouler |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1)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 EII) For Grading II Material |
| 5 | Cement Treated Soil Base CourseProviding, laying and spreading of Granular Materials including sand and gravel, laterite, kankar, brick aggregate, crushed rock or slag or any combination of these on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base as per Technical Specification Clause 404(A)By Manual Means |
| 6 | Prime Coat (iii)High porosityProviding 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 7 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual Means Type BII) Bitumen (S-65) |
| 8 | Retaining wall/Breast Wall |
| 9 | Earthwork 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 materia |
| 10 | Plain cement concrete M 10 gradeI)P.C.C grade M 10 i)Nominal mix 1:3:6 |
| 11 | iii)Stone masonry in cement mortar 1:5Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III)Random rubble masonry iii)In cement mortar (1:5) |
| 12 | iv)Pointing with cement mortar 1:3Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 13 | v)Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wallProviding PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 |
| 14 | vi)Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mmProviding 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 |
| 15 | vii)Back filling behind retaining wall/breast wallBackfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 16 | Providing weep holes 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 |
| 17 | Unsurfaced Drains |
| 18 | (i)Surface Drains in SoilConstruction 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 307A) By Manual Means |
| 19 | (ii)Surface Drains in Ordinary RockConstruction 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.A)By Manual Means |
| 20 | StonesKilometre StoneReinforced 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 |
| 21 | i)5th Kilometre Stone (precast) |
| 22 | ii)Ordinary Kilometer Stone (Precast) |
| 23 | iii)200 m stone (precast) |
| 24 | Sign BoardsProviding and Fixing \"Logo\" of PMGSY ProjectProviding 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 |
| 25 | Citizen Information Board |
| 26 | Title information Board |
| 27 | Logo Board at starting point |
| 28 | Logo Board at every 2 Km |
| 29 | Providing and fixing \" MAINTENANCE INFORMATION BOARD\"Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. One Single MS Plates of 1.6 mm thick welded with MS angle iron frame of 25mm x 25mm x 5mm 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 leve. 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 |
| 30 | Traffic SignsB.Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 31 | i)900 mm equilateral triangle |
| 32 | iii)600 mm circular |
| 33 | Direction and Place Identification signs upto 0.9 sqm size boardA.Retro-reflectorised Traffic Signs(i)Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 34 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting 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 1702Edge Line |
| 35 | Rumble StripsProvision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 36 | Good and Service Tax (18%) |
| 37 | Five Years Maintenance |
| 38 | Maintenance for 1st Year |
| 39 | Maintenance for 2nd Year |
| 40 | Maintenance for 3rd Year |
| 41 | Maintenance for 4th Year |
| 42 | Maintenance for 5th Year |
| 43 | Maintenance for 6th Year Renewal Plan |
AI Tender Summary
Tender Timeline
Jul 31, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 16, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 17, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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