Tender For Civil Works - Roads - Mrl02-Kurmuri To Tarari
Tender Value
4.43 Crore
Estimated cost
Bid Submission
12 May 2020
0 days left
EMD
8.86 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
PIRO → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Roads - Mrl02-Kurmuri To Tarari
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Mar-2020 | Date corrigendum | Date | 15-Apr-2020 |
| 2 | 13-Apr-2020 | CORRIGENDUM-II | Date | 12-May-2020 |
BOQ
| Name of Work: Kurmuri TO Tarari (BR07P2R-02) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pavement Work :-\nSetting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. | 8.83 | Per KM | |
| 2 | 2 | Clearing Grass and Removal of Rubbish \nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | 3.37 | Hect. | |
| 3 | 3 | (i) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m\n Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 117.16 | Cum | |
| 4 | 4 | Removal of Unsuitable Soil with Disposal upto 1000 m\nRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 23.43 | Cum | |
| 5 | 5 | Construction of Embankment with Material Obtained from Roadway Cutting\n(i) Construction of embankment with approved materials deposited at site 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 | 93.73 | Cum | |
| 6 | 6 | Construction of Embankment with Material Obtained from Pits\n(ii) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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\nFor 100 m lead @ 80% | 15163.3 | Cum | |
| 7 | 7 | For 1000 m lead @ 20 % | 3790.82 | Cum | |
| 8 | 8 | Construction of Subgrade and Earthen Shoulders\nConstruction of subgrade and earthen shoulders with approved material ( material having CBR not less than 5%) 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.\nBorrow Soil+20 % Sand | 3153.48 | Cum | |
| 9 | 9 | Granular Sub-base with Well Graded Material (Table 400.1)\nConstruction 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(A) Having CBR value more than 20% By Mix in Place Method\n (i) For Grading-2 Material | 84.57 | Cum. | |
| 10 | 10 | 2) WBM Grading 2 With Crushable Screening\nProviding, 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 2 as per Technical Specification Clause 405. | 75.91 | Cum. | |
| 11 | 11 | 3) WBM Grading 3 With Crushable Screening\nProviding, laying, spreading and compacting mechanically crushed 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, Crushable screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 668.29 | Cum. | |
| 12 | 12 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 8910.57 | Sqm | |
| 13 | 13 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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. | 65211.8 | Sqm | |
| 14 | 14 | Bituminous Macadam \nProviding and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.\n(II) Bitumen VG 30 | 1630.3 | Cum | |
| 15 | 15 | Semi-Dense Bituminous Concrete (With Waste Plastic)\nProviding and laying semi dense bituminous concrete 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\n(II) Bitumen VG 30 | 815.14 | Cum | |
| 16 | 16 | Panel Concrete Pavement\nConstruction 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 | 187.5 | Cum | |
| 17 | 17 | Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per | 56 | Cum | |
| 18 | 18 | 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 | 480 | Sqm | |
| 19 | 19 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 120 | Cum | |
| 20 | 20 | (B) 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 | 4 | Each | |
| 21 | 21 | 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 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\n( ii )60 cm equilateral triangle | 18 | Each | |
| 22 | 22 | 60 cm circular | 18 | Each | |
| 23 | 23 | Direction and Place Identification Signs upto 0.9 sqm Size Board.\nProviding 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 | 4 | Each | |
| 24 | 24 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 | 48 | Each | |
| 25 | 25 | Kilometre Stone\nReinforced 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\ni)5th Kilometre Stone (precast) | 1 | Each | |
| 26 | 26 | Ordinary Kilometer Stone (Precast) | 9 | Each | |
| 27 | 27 | 200 m stone (precast) | 35 | Each | |
| 28 | 28 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous 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. | 1685 | Sqm | |
| 29 | 29 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface | 80 | Sqm | |
| 30 | 30 | Planting of tree & there maintainance for one Year\nPlanting of tree by the road side (Avenue Tree) in 0.6 m dia holes, 1 m deep dug in the Ground, Mixing the soil with decayed farm yard/ slug manure, planting the saplings back filling the trench, watering, fixing the tree guard & maintain the Plant for One Year. | 842.5 | Nos | |
| 31 | 31 | CD Work :-\nBrick Masonary in C.M.(1:3) \nBrick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 8.64 | Sqm | |
| 32 | 32 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 60.48 | Sqm | |
| 33 | 33 | Painting Two Coats on New Concrete Surfaces\nPainting on Parapet Wall (Black & White Strips) Painting 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 | 175.68 | Sqm | |
| 34 | 34 | Add Laboure Cess @ 1 % | 1 | RS | |
| 35 | 35 | Add GST @ 12 % | 1 | RS | |
| 36 | 36 | Add seigniorage fee @ 10 % | 1 | RS | |
| 37 | 37 | MAINTENANCE WORK :\n1st Year Maintenance | 1 | YEAR | |
| 38 | 38 | 2nd Year Maintenance | 1 | YEAR | |
| 39 | 39 | 3rd Year Maintenance | 1 | YEAR | |
| 40 | 40 | 4th Year Maintenance | 1 | YEAR | |
| 41 | 41 | 5th Year Maintenance | 1 | YEAR | |
| 42 | 42 | Add Laboure Cess @ 1 % | 1 | RS | |
| 43 | 43 | Add GST @ 12 % | 1 | RS | |
| 44 | 44 | Add seigniorage fee @ 10 % | 1 | RS |
AI Tender Summary
Tender Timeline
Apr 13, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 15, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 12, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 12, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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