Construction & Maintenance Of Road From T03 Hapu To Narsinghpur Road Via Parhi , Block- Kamdara, District- Gumla, Length- 7.000Km.
Tender Value
6.05 Crore
Estimated cost
Bid Submission
07 Feb 2022
0 days left
EMD
6.05 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
gumla → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction & Maintenance Of Road From T03 Hapu To Narsinghpur Road Via Parhi , Block- Kamdara, District- Gumla, Length- 7.000Km.
BOQ
| Sl. No. | Item Description |
| 1 | Details |
| 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 earlier and 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. |
| 3 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual MeansScarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ( Dismantling of cement concrete) |
| 5 | Dismantling of Rubble masonary/Brick masonaryin cement mortar Vide SOR 2.6/2.7 (B) |
| 6 | Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe |
| 7 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and Annexure-I (G/W +CUL+Drain) SOR NO-3.3 |
| 9 | Construction of embankment with approved material obtained 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 |
| 10 | (Free Lead) |
| 11 | (Lead upto 250m)) |
| 12 | 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 as per Technical Specification Clause 303.1. (Lead upto 1000m)) |
| 13 | SUB-BASE COURSE Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 14 | Gravel/Soil-Aggregate Surface Course (Table 400.3) -Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402. |
| 15 | BASE COURSEWet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 16 | 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 17 | Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 18 | 20mm thick Open Graded Premix Carpet Carpet using BituminousProviding, laying and rolling of Open Graded Premix Carpet with hot mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing Coarse on a previously prepared base, 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. |
| 19 | Seal Coat (Type C) : -Providing, laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. |
| 20 | Construction of un-reinforced, dowel jointed at expansion and construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, 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 including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days |
| 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 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. 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 x 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 MS will be stoe enameled on both sides. Lettering and printng 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 as per drawing. |
| 22 | Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing |
| 23 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 24 | Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. |
| 25 | Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. |
| 26 | Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. |
| 27 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 28 | 90 cm equilateral triangle |
| 29 | 60 cm equilateral triangle |
| 30 | 60 cm circular |
| 31 | 80 mm x 60 mm rectangular |
| 32 | 60 cm x 45 cm rectangular |
| 33 | 60 cm x 60 cm square |
| 34 | 90 cm high octagon |
| 35 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) |
| 36 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade |
| 37 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.(For edge marking) |
| 38 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. |
| 39 | Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post) |
| 40 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701 |
| 41 | SETTING OUT |
| 42 | Protection Work |
| 43 | 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. |
| 44 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 45 | Stone masonry in cement mortar (1:4) random rubble masonryfor foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 46 | Stone masonry in cement mortar (1:4) random rubble masonryfor superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 47 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 48 | 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 |
| 49 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 50 | HUME PIPE CULVERT 1nx1m dia |
| 51 | Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as perdrawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious |
| 52 | Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii) |
| 53 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 54 | Stone masonry in cement mortar (1:4) random rubble masonryfor foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 55 | Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B) |
| 56 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 57 | Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I. |
| 58 | Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615 |
| 59 | R C C Culvert 1nx2mx1.4m |
| 60 | Earthwork in excavation for foundation of structures upto 3 m depth as perdrawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material. |
| 61 | Sand filling below brick masonry for levelling as per drawing and technical specification |
| 62 | Providing and lying 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 |
| 63 | Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 64 | Stone masonry in cement mortar (1:4) random rubble masonryfor foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 65 | Stone masonry in cement mortar (1:4) random rubble masonryfor superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 66 | 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 |
| 67 | Providing PCC (M-15) in various components of barriage super structure etc all complete job as per specificationa nd direction of E/I. |
| 68 | Providing PCC (M-20) in sub- structure etc -do- -do- all job complete as per specificationa nd direction of E/I. |
| 69 | Providng and laying RCC M25 with nominal mix ofin base place of deck slab etc.etc -do -do- all complete job as per specification and direction of E/I |
| 70 | Providing PCC M-30 with nominal mixin Wearing coat -do- -do- all complete job as per specification and direction of E/I. |
| 71 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 72 | Providing tuck Pointing over stone massonary ………………... as per drawing and technical specification Clauses 613.3 and 1204 |
| 73 | Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 74 | Year of the Maintenance Cost 1st yr |
| 75 | 2nd Yr |
| 76 | 3rd Yr |
| 77 | 4th Yr |
| 78 | 5thYr |
| 79 | GST @ 12% |
| 80 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 07, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 08, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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