Tender For Civil Work -Road Work -Bhaur To Paktola
Tender Value
4.42 Crore
Estimated cost
Bid Submission
27 Apr 2021
0 days left
EMD
8.84 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
PUPRI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Work -Road Work -Bhaur To Paktola
BOQ
| Name of Work: Bhaur To Paktola | |||||
|---|---|---|---|---|---|
| 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 | 4.39 | Ha | |
| 2 | 2 | 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 | 315 | Cum | |
| 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 . (100m Lead) | 14163.9 | Cum | |
| 4 | 4 | (1000m Lead) | 1996.41 | cum | |
| 5 | 5 | 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 & 100 m as per Technical Specification Clause 303.1. (up to 100 lead). | 8269.86 | Cum | |
| 6 | 6 | 1000 m lead | 424.07 | Cum | |
| 7 | 7 | Granular Sub-Base with Well Graded Material (Table:- 400.1) :- Construction of granular sub-base 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 vibratory roller achieve the desired density, complete as per Technical specification clause 401. | 3601.98 | cum | |
| 8 | 8 | WBM Grading 3 (By Mechanical Means) :- Providing, 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. | 1789.04 | 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. | 18525 | SQM | |
| 10 | 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 18525 | SQM | |
| 11 | 11 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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 | 18525 | Sqm | |
| 12 | 12 | Construction of un-reinforced,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,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 | 852.6 | Cum | |
| 13 | 13 | 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. (600 mm circular, (Speed Limit) i) 600 mm equilateral & triangle, | 12 | Nos | |
| 14 | 14 | 600 mm x 450 mm rectangular | 8 | Nos | |
| 15 | 15 | 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. i)5th Km Ston | 1 | Nos | |
| 16 | 16 | ii) Ordinary KM | 6 | no | |
| 17 | 17 | 200 m stone | 26 | no | |
| 18 | 18 | Reinforced 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 | 120 | No | |
| 19 | 19 | 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. 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 | 5 | NO | |
| 20 | 20 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 508.97 | cum | |
| 21 | 21 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 63.99 | cum | |
| 22 | 22 | Providing M20 (PCC 1:2.5:5) as levelling course in foundations :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 61.22 | cum | |
| 23 | 23 | Penting Two Coat | 312.16 | Sqm | |
| 24 | 24 | M20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 16.63 | cum | |
| 25 | 25 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row | 15 | Rm | |
| 26 | 26 | 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. | 57.3 | cum | |
| 27 | 27 | Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | 264.69 | cum | |
| 28 | 28 | Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | 274.99 | cum | |
| 29 | 29 | 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 | 21.83 | sqm | |
| 30 | 30 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 2.775 | Mt | |
| 31 | 31 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | 60 | RM | |
| 32 | 32 | Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 15.84 | cum | |
| 33 | 33 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | 468.65 | sqm | |
| 34 | 34 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 29.76 | sqm | |
| 35 | 35 | Providing weepholes 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 | 168 | nos | |
| 36 | 36 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 5.78 | cum | |
| 37 | 37 | Labour Cess 1% :- | 1 | RS | |
| 38 | 38 | GST 12 % :- | 1 | RS | |
| 39 | 39 | Seigniorage Fee for Construction :- | 1 | RS | |
| 40 | 40 | 1st Year Maintenance cost | 1 | year | |
| 41 | 41 | 2nd Year Maintenance cost | 1 | year | |
| 42 | 42 | 3rd Year Maintenance cost | 1 | year | |
| 43 | 43 | 4th Year Maintenance cost | 1 | year | |
| 44 | 44 | 5th Year Maintenance cost | 1 | year | |
| 45 | 45 | Labour Cess 1% | 1 | RS | |
| 46 | 46 | GST 12 % | 1 | RS | |
| 47 | 47 | Total Maintenance Seigniorage Fee | 1 | RS |
AI Tender Summary
Tender Timeline
Apr 20, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender