Tender For Civil Works - Roads Work -Gauri Bigha Angra Road To Jamalpur
Tender Value
74.22 Lakhs
Estimated cost
Bid Submission
07 Oct 2020
0 days left
EMD
1.48 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
TEKARI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -Gauri Bigha Angra Road To Jamalpur
BOQ
| Name of Work: GAURI BIGHA ANGRA ROAD TO JAMALPUR ANTI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out\nConstruction of Reference & Working Benchmarks | 0.857 | Km | |
| 2 | 2 | Construction of Reference Pillars/Burjees | 0.857 | Km | |
| 3 | 3 | Clearing and Grubbing Road Land\nClearing 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. | 0.6 | Hect | |
| 4 | 4 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. | 620.394 | Cum | |
| 5 | 5 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5. | 1447.59 | Cum | |
| 6 | 6 | Construction of Subgrade\nConstruction 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. | 2294.67 | Cum | |
| 7 | 7 | Granular Sub-base with Well Graded Material (Table 400.1)\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), 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 401 | 616.21 | Cum | |
| 8 | 8 | WBM GrIII\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 245.85 | Cum | |
| 9 | 9 | Prime Coat\nProviding 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 | 2486.25 | Sqm | |
| 10 | 10 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2486.25 | Sqm | |
| 11 | 11 | Mix Seal Surfacing Bituminous With Waste Plastic\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (i.e. 92% of standard Bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, 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.\nBy Mechanical Means | 2486.25 | Sqm | |
| 12 | 12 | Cement Concrete Pavement M30\nConstruction of un-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, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 126.68 | Cum | |
| 13 | 13 | Brick Soling\nLaying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 207 | Sqm | |
| 14 | 14 | Stone/Boulder\nProviding and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | 19 | Cum | |
| 15 | 15 | Construction of toe walls for protection of slopes as per drawing and technical specification clause 1302.5\n(iii) Cement concrete grade M 10 ( 1:3:6 ) in case of concrete block pitching | 35.34 | Cum | |
| 16 | 16 | Ordinary Kilometer Stone (Precast) | 2 | Each | |
| 17 | 17 | 200 m stone (precast) | 4 | Each | |
| 18 | 18 | Boundary Pillar\nReinforced cement concrete M15 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 1704 | 17 | Nos | |
| 19 | 19 | Painting two coats on new concrete surface\nPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) | 89.28 | Sqm | |
| 20 | 20 | Printing new letters & figures of any shade\nPrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification \nClause 1701\n(ii) English & Roman | 744 | Per cm ht. per letter | |
| 21 | 21 | PMGSY Sign Board\nProviding 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 and Annexure 1700.1 | 3 | Nos | |
| 22 | 22 | Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | |||
| 23 | 23 | 600 mm equilateral triangle | 6 | Nos | |
| 24 | 24 | 600 mm x 450 mm rectangular | 4 | Nos | |
| 25 | 25 | 900 mm side octagon | 2 | Nos | |
| 26 | 26 | 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. | 130 | Sqm | |
| 27 | 27 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Cement Concrete Surface\nProviding 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. | 41.4 | Sqm | |
| 28 | 28 | 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. | 103.77 | Cum | |
| 29 | 29 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nPCC M-15 | 9.4 | Cum | |
| 30 | 30 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nPCC M-20 | 66.46 | Cum | |
| 31 | 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nRCC M-20 | 65.21 | Cum | |
| 32 | 32 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.608 | MT | |
| 33 | 33 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\n( PCC Grade M-20) | 42.57 | Cum | |
| 34 | 34 | Providing and laying 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 | |||
| 35 | 35 | 1000MM Dia Pipe | 22.5 | RM | |
| 36 | 36 | 600MM Dia Pipe | 7.5 | RM | |
| 37 | 37 | Laying Cement Concrete Pipe NP3(burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | 40 | RM | |
| 38 | 38 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding | 2.49 | Cum | |
| 39 | 39 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9\n(i)Sand Filling | 27.02 | Cum | |
| 40 | 40 | 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 | 20.06 | Cum | |
| 41 | 41 | Add 12.0% GST | 1 | RS | |
| 42 | 42 | Add 1.0% Labour Cess | 1 | RS | |
| 43 | 43 | Add Seigniorage | 1 | RS | |
| 44 | 44 | 1st Year Maintenance | 1 | Year | |
| 45 | 45 | 2nd Year Maintenance | 1 | Year | |
| 46 | 46 | 3rd Year Maintenance | 1 | Year | |
| 47 | 47 | 4th Year Maintenance | 1 | Year | |
| 48 | 48 | 5th Year Maintenance | 1 | Year | |
| 49 | 49 | Add 12.0% GST | 1 | RS | |
| 50 | 50 | Add 1.0% Labour Cess | 1 | RS | |
| 51 | 51 | Add Seigniorage on Maintenance | 1 | RS |
AI Tender Summary
Tender Timeline
Sep 30, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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