Tender For Civil Works - Roads Work -T07-Islampur Silao Path Se Ranipurbhayabishunupur
Tender Value
1.83 Crore
Estimated cost
Bid Submission
04 Feb 2020
0 days left
EMD
3.67 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
HILSA → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -T07-Islampur Silao Path Se Ranipurbhayabishunupur
BOQ
| Name of Work: T07-ISLAMPUR SILAO PATH TO RANIPUR BHAYA BISHUNPUR,BLOCK-ISLAMPUR, LENGTH-3.200KM | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing Road Land (By Manual Means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | 0.72 | HA | |
| 2 | 2 | Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202. | 52 | EACH | |
| 3 | 3 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . | 6075.69 | CUM | |
| 4 | 4 | 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. | 561.67 | CUM | |
| 5 | 5 | For 1000 M Lead @ 100 % | 150.43 | CUM | |
| 6 | 6 | For Junction Improvement | 229.5 | CUM | |
| 7 | 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 97.54 | CUM | |
| 8 | 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 301.9 | CUM | |
| 9 | 9 | 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 | 4025.33 | SQM | |
| 10 | 10 | Providing and laying bituminous macadam with Processed waste Plastic with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 542 | SQM | |
| 11 | 11 | 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. | 21680.1 | SQM | |
| 12 | 12 | Providing and laying semi dense bituminous concrete with Processed Waste Plastic with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 271 | CUM | |
| 13 | 13 | Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity 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 continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm | 262.97 | CUM | |
| 14 | 14 | Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. | |||
| 15 | 15 | i) 5th km stone | 1 | No | |
| 16 | 16 | ii) Km stone | 3 | No | |
| 17 | 17 | iii) 200 m stone | 12 | No | |
| 18 | 18 | Providing and fixing of Retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. | |||
| 19 | 19 | 900 mm equilateral & triangle, (School,Cross Road) | 11 | NO | |
| 20 | 20 | 600 mm circular,(Speed Limit) | 12 | NO | |
| 21 | 21 | 800 mm x 600 mm rectangular, (Village) | 11 | NO | |
| 22 | 22 | 600 mm x 450 mm rectangular, (Hospital) | 8 | NO | |
| 23 | 23 | 900 mm side octagon, | 8 | NO | |
| 24 | 24 | 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 | 24 | NO | |
| 25 | 25 | 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. | 537 | SQM | |
| 26 | 26 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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 | 3 | NO | |
| 27 | 27 | Providing and fixing of typical 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 | 4 | NO | |
| 28 | 28 | 11.9. Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 263 | EACH | |
| 29 | 29 | Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. | 263 | EACH | |
| 30 | 30 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering. | 2630 | SQM | |
| 31 | 31 | Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308. | 2630 | SQM | |
| 32 | 32 | 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. | 279.42 | CUM | |
| 33 | 33 | Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. | 3.86 | CUM | |
| 34 | 34 | Providing M25 (P.C.C. grade M 25 ) in Foundation :-- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 35.58 | CUM | |
| 35 | 35 | Providing M25 (P.C.C. grade M 25 ) in Foundation :-- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 156.62 | CUM | |
| 36 | 36 | P.C.C M 25 in Sub Structure :--Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 92.05 | CUM | |
| 37 | 37 | Providing RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 | 24.44 | CUM | |
| 38 | 38 | Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete. | 42.3 | SQM | |
| 39 | 39 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 1.93 | MT | |
| 40 | 40 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | 45 | RM | |
| 41 | 41 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing | 84 | NO | |
| 42 | 42 | GST @ 12% | 1 | RS | |
| 43 | 43 | Labour Cess @ 1% | 1 | RS | |
| 44 | 44 | Seigniorage Fee @10% | 1 | RS | |
| 45 | 45 | 1st Year Maintenance cost | 1 | YEAR | |
| 46 | 46 | 2nd Year Maintenance cost | 1 | YEAR | |
| 47 | 47 | 3rd Year Maintenance cost | 1 | YEAR | |
| 48 | 48 | 4th Year Maintenance cost | 1 | YEAR | |
| 49 | 49 | 5th Year Maintenance cost | 1 | YEAR | |
| 50 | 50 | GST @ 12% | 1 | RS | |
| 51 | 51 | Labour Cess @ 1% | 1 | RS | |
| 52 | 52 | Seigniorage Fee @10% | 1 | RS |
AI Tender Summary
Tender Timeline
Jan 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 04, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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