Tender For Construction I/C Metalling And Blacktopping Of A Road From 8Th Km Of Smm To Mawlat (8.50 Km) (Mg/02/Iii/02/02) Upgradation
Tender Value
12.07 Crore
Estimated cost
Bid Submission
16 Aug 2023
0 days left
EMD
24.15 Lakhs
Bank guarantee accepted
Document Fee
13000
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 8Th Km Of Smm To Mawlat (8.50 Km) (Mg/02/Iii/02/02) Upgradation Construction I/C Mbt
BOQ
| Sl. No. | Item Description |
| 1 | Pavement |
| 2 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means |
| 3 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. |
| 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 smoothwheelroller to achieve thedesired density, complete as per Technical Specification/ direction of EE.(A) By mixing in place method. (ii) For Grading II Material |
| 5 | 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. |
| 6 | (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 |
| 7 | (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. |
| 8 | 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 509(I) Bitumen (S-90) Type A |
| 9 | 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. |
| 10 | Drain |
| 11 | (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. |
| 12 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i). Ordinary soil |
| 13 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 14 | 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) |
| 15 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 16 | Cross Drainage HPC |
| 17 | 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. |
| 18 | Bedding for Pipe(i) Type A (Concrete Cradle) BeddingLaying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)(i) Nominal mix (1:2.5:5) |
| 19 | Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. |
| 20 | 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 |
| 21 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row |
| 22 | Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m |
| 23 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 24 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 25 | Slab Culvert |
| 26 | Earthwork for excavation of foundation of structures upto 3 m deoth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.II. Ordinary rock (not requiring blasting) |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications)I. P.C.C grade M 10(ii) Nominal Mix 1:3:6 (Hand mixing) |
| 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications)II. P.C.C grade M 15(i) Nominal mix (1:2.5:5) (Hand mixing) |
| 29 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204II. P.C.C grade M 20 (1 : 2 : 4 Nominal mix) Upto 5 m Height. |
| 30 | Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Superstructure complete as per drawing and Technical Specification Clauses 1002, 1010 and 1202. |
| 31 | Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800,1205.4 and 1205.5.(1500, 1700 & 2100 MORT&H Specifications)I. R.C.C Grade M 20(i) Nominal Mix 1 : 1.5 : 31. Height upto 5 m |
| 32 | Filter material behind retaining wall/breast wall as per Technical Specification Clause 1204.3.8 in a width of 600 mm |
| 33 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical specification Clauses 800 and 1206.3. |
| 34 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm etc. |
| 35 | Slab Cover Drain |
| 36 | Earthwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(II) Ordinary rock (not required blasting) |
| 37 | Providing and laying of dry rubble flooring complete………..etc |
| 38 | 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) |
| 39 | (A)Stone masonry in cement mortar in foundation of headwalls complete as per drawing and technical specification clause 1109(II) C R Masonry 2nd sort(ii) in cement mortar (1:4) |
| 40 | Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses |
| 41 | Providing precast reinforced concrete slab(200mm thick) in proportion 1:2:4 with stone aggregate 20mm down graded with 16mm dia torsteel reinforcement mainbars at bottom @100mm c/c 12mm dia at the top @200mm c/c and 10 mm dia @ 200mm c/c as distribution bars both ways including shuttering, curing, carriage of sand and aggregates etc. within 200mm including fitting, fixing in position complete as directed(rate inclusive of reinforcements). |
| 42 | Protection Wall |
| 43 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604(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. |
| 45 | (iii) Stone masonry in cement mortar 1:5 (Rate as per item No. 12.4 (III) (iii) of Chapter 12) |
| 46 | (vi) Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mRate as per item No. 12.11 of Chapter 12 |
| 47 | Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses |
| 48 | Providing and fixing \"Logo\" of PMGSY: Providing 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. epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 49 | (i) Citizen Informatory Board of PMGSY |
| 50 | (ii) Main Informatory Board |
| 51 | (iii) Providing & fixing Logo of PMGSY |
| 52 | (iv) Maintenance board of PMGSY |
| 53 | Kilometre 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 |
| 54 | i) 5th Kilometre Stone (precast) |
| 55 | ii) Ordinary Kilometer Stone (Precast) |
| 56 | iii) 200 m stone (precast) |
| 57 | 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 |
| 58 | (ii)600 mm equilateral triangle |
| 59 | iii)600 mm circular |
| 60 | 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 |
| 61 | Good and Service Tax (18%) |
| 62 | Five Years Maintenance |
| 63 | Maintenance for 1st Year |
| 64 | Maintenance for 2nd Year |
| 65 | Maintenance for 3rd Year |
| 66 | Maintenance for 4th Year |
| 67 | Maintenance for 5th Year |
| 68 | 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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