Tender For Construction I/C Metalling And Blacktopping Of A Road From T15- Damal Asim To Teksragre Via Aigre Songgitcham (3.05 Km) (Mg/06/Iii/02/05) Upgradation
Tender Value
3.30 Crore
Estimated cost
Bid Submission
12 Dec 2024
0 days left
EMD
6.61 Lakhs
Bank guarantee accepted
Document Fee
4000
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 T15- Damal Asim To Teksragre Via Aigre Songgitcham (3.05 Km) (Mg/06/Iii/02/05) Upgradation Construction I/C Mbt
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.i) By Manual MeansA) In area of non-thorny jungle |
| 3 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201A. Lead upto 100 mi. Girth above 300 mm to 600 mm |
| 4 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201A. Lead upto 100 mii. Girth above 600 mm to 900 mm |
| 5 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume andstock piling at designated locations and disposal of dismantled materialsupto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 6 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 7 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 8 | 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 1000 m as per Technical Specification Clause 303.1.(i) Private Land |
| 9 | 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 307.By Mechanical Means |
| 10 | Granular Sub-base with Well Graded Material (B) By mix in Place MethodConstruction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,compacting with smooth wheeled roller to achieve the desired density, complete as per Clause 401 |
| 11 | Cement Treated Soil Sub-Base/BaseProviding, 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 OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.For 4 per centquantity of cement by weight of soil |
| 12 | 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.(i) Low PorosityI)With bitumen emulsion-CSS-1h |
| 13 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 14 | Providing, 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 Mechanical MeansType ABitumen (S-90) |
| 15 | Cell Filled Concrete Construction of plastic cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement(OPC) or any other type as per Clause 1501.2.4 M30 (Grade), coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design (As per IRC:44-2008, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification of Cell filled Concrete Pavement Published by NRRDA |
| 16 | Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printingetc as per drawing and Technical Specification Clause 1703ii) Ordinary Kilometer Stone (Precast) |
| 17 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 drawings and technical specification Clause 801vii) 90cm octagonal |
| 18 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 drawings and technical specification Clause 801ii) 60cm equilateral triangle |
| 19 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 drawings and technical specification Clause 801iii) 60cm circular |
| 20 | Road MarkingPainting 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 |
| 21 | 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 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1701.1. |
| 22 | 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 |
| 23 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MSsheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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 |
| 24 | Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint OGPC |
| 25 | Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint Painting |
| 26 | HUME PIPE CULVERTS (1 No.) |
| 27 | Earthwork in excavation of foundation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved materialI.Ordinary Soilii Upto 3m Depth |
| 28 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203A. With Crushed StoneI. P.C.C M-10, Nominal Mix 1:3:6 |
| 29 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203A. With Crushed StoneIII. P.C.C M-20, Nominal Mix 1:2:4 |
| 30 | Bedding of Pipei) Type A (Concrete Cradle) bedding with M15 Grade Cement as per clause 1105 (i) |
| 31 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1303.3 |
| 32 | Providing and laying reinforcec cement concrete pipe NP3 as per design in single row. Providing and layingreinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar and cement mortar 12:2 but excluding excavation, protection work, backfilling, concrete and masonry works in head walls and parapet clause 1106 |
| 33 | Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 34 | Construction of Subgrade and earthen shoulder with approved materials obtained from borrow pits with aIl lift and leads, taansporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1i) Private Land |
| 35 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 36 | Slab Culvert 2 m Span (2 nos.) 4m Span (3 nos.) |
| 37 | Earthwork in excavation of foundation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved materialI.Ordinary Soilii Upto 3m Depth |
| 38 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203A. With Crushed StoneI. P.C.C M-10, Nominal Mix 1:3:6 |
| 39 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification 802, 803, 1202 & 1203A. With Crushed StoneIII. P.C.C M-20, Nominal Mix 1:2:4 |
| 40 | Stone Masonry Work in Cement Mortar in foundation Complete as per drawing & Technical specification clause 702, 704, 1202, 1203 |
| 41 | Providing concrete for plain/reinforced concrete in open sub-structure complete as per drawing and technical specification 802, 803, 1202 & 1203A. With Crushed Stone P.C.C M-20 |
| 42 | Stone Masonry WorkStone Masonry work in cement mortar 1:4 in sub-structure complete excluding pointing & plastering as per drawing & technical SpecificationRandom Rubble Masonry |
| 43 | Providing Weepholes in brick/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through full width of structures with slope 1(V):20(H) towards drawing face complete as per drawing and Technical Specification Clause 614, 709, 1204.3.7 |
| 44 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I. Granular Material |
| 45 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8 |
| 46 | Providing and Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification caluses 800, 1205.4, 1205.5RCC Grade M 25 |
| 47 | Supplying Fitting and fixing TMT Bar reinforcement in super-structure in superstructure complete as per drawing and technical specification clause 1002, 1010, 1202 |
| 48 | Providing and laying boulder apron for bed protetion with stone boulders of minimum size and weight as per table 1300.1, no fragment weighting less than 25 kg laid dry complete as per drawing and technical specification clause 1301 |
| 49 | Good and Service Tax (18%) |
| 50 | Five Years Maintenance |
| 51 | Maintenance for 1st Year |
| 52 | Maintenance for 2nd Year |
| 53 | Maintenance for 3rd Year |
| 54 | Maintenance for 4th Year |
| 55 | Maintenance for 5th Year |
AI Tender Summary
Tender Timeline
Nov 20, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedDec 12, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 13, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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