Tender For Construction I/C Metalling And Blacktopping Of A Road From Mrl13- Mawlyndep- Umraleng-Mawlang Road (12.00 Km) (Mg/04/Iii/03/07) Upgradation
Tender Value
9.12 Crore
Estimated cost
Bid Submission
17 Feb 2025
0 days left
EMD
18.24 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
East Khasi Hills → Meghalaya
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction I/C Metalling And Blacktopping Of A Road From Mrl13- Mawlyndep- Umraleng-Mawlang Road (12.00 Km) (Mg/04/Iii/03/07) Upgradation Construction I/C Mbt
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means |
| 2 | Scarifying 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 | Granular Sub-Base with Well Graded material (Table 400.1) |
| 4 | 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.(A) By mixi in place method. (ii) For Grading II Material.(ii) for Grading II material |
| 5 | Cement Treated Soil Sub-Base/Base |
| 6 | Providing, laying and spreading soil 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 CIVIC to achieve the desired unconfined compressive strength and to form a layer of subbase/base as per Technical Specification Clause 404(3) Grading-3 (A) By manual Means |
| 7 | Prime coat |
| 8 | (i) Providing 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 9 | Tack coat |
| 10 | (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | Mix Seal Surfacing |
| 12 | Providing, laying and rolling of close-graded premix surfacing material of 20 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 509(I) Bitumen (S-90) Type A |
| 13 | 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 lead upto 1000m as per TechnicalSpecification Clause 303.1. |
| 14 | TRAFFIC SIGN AND ROAD FURNITUREKilometreStoneKilometre Stone: Reinforced 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 |
| 15 | (i) 5th Kilometer Stone |
| 16 | (ii) Ordinary Km stone (Precast) |
| 17 | (iii) 200 m stone (Precast) |
| 18 | Traffic Signs1. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm belowg round level as per drawings and Technical Specification Clause 801 |
| 19 | (ii) 600mm equilateral triangle |
| 20 | (iii) 600mm circular |
| 21 | Providing and Fixing \"Logo\" of PMGSY ProjectProviding and fixing of typical PMGSY informatory signboard with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flatiron 25mmx5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of the lower most plate and flatiron frame of middle plate will be welded to 2nos.75mmx75mmof12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mmof12SWG steel plate tube. All M.S. will be stove name led 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 post sand steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 22 | (i) Citizen Informatory Board of PMGSY |
| 23 | (ii) Main Informatory Board |
| 24 | (iii) Providing & fixing Logo of PMGSY |
| 25 | (iv) Maintenance board of PMGSY |
| 26 | Providing and erecting direction and place identification retro- reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on GI pipe 50 mmdia. firmly fixed to the ground by means of properly designed foundation 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 |
| 27 | UNLINED DRAIN(i) Surface Drains in SoilConstruction ofunlined 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. |
| 28 | LINED DRAIN |
| 29 | 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 material. |
| 30 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(II) Nominal mix 1:3.6 (Hand mixing) \ |
| 32 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 33 | Cross Drainage Works |
| 34 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 35 | Bedding for Pipe(i) Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105(i) Nominal mix (1:2.5:5) |
| 36 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. |
| 37 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar |
| 38 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 39 | Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m. |
| 40 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 41 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 42 | Protection Work (Retaining Wall)Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 |
| 43 | (i) Earthwork in excavation for structures (Rate as per item No.11.1 of Chapter 11) |
| 44 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.1. PCC grade M10 (ii) Nominal mix 1:3.6 (Hand mixing) |
| 45 | (iii) Stone masonry in cement mortar 1:5 |
| 46 | (vi) Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m |
| 47 | Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses |
| 48 | Good and Service Tax (18%) |
| 49 | Five Years Maintenance |
| 50 | Maintenance for 1st Year |
| 51 | Maintenance for 2nd Year |
| 52 | Maintenance for 3rd Year |
| 53 | Maintenance for 4th Year |
| 54 | Maintenance for 5th Year |
AI Tender Summary
Tender Timeline
Jan 27, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 17, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 18, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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