Tender For Construction Of Mahaling To Dabjhor Road Road
Tender Value
4.84 Crore
Estimated cost
Bid Submission
14 Sep 2023
0 days left
EMD
4.84 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
dharamgarh → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Mahaling To Dabjhor Road Road
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thicknessas per specification and as per thedirection of Engineer -in –charge. |
| 2 | Dismantaling of of Brick / stone masonary in cement mortar above 3 mtr height for existing structures including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviciable materials and stacking the serviciable materials with all lifts and lead of 1000 m as per specification and as per the direction of Engineer-in-charge. |
| 3 | Removing all types of Hume Pipes and stacking within a lead of 1000m including Earthwork and Dismentaling of Masonary works as per Technical Specification Clause 202.1 |
| 4 | Upto 600mm dia |
| 5 | 600mm to 900mm dia |
| 6 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. |
| 7 | 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 of MORD and as per the direction of the Engineer-in-charge |
| 8 | Providing granular sub-base using moorum CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the requried density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer- in-Charge. |
| 9 | Construction of granular sub-base providing well graded material by Stone screened dust passing through 4.75 mm sieve and retained on 0.075mm sieve, spereading in uniform layers with motor grader on prepared surface mixing well graded crusher material) etc complete &.as per the direction of E.I.C. |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision). |
| 11 | Providing, laying, spreading and compacting stone aggregates of following size Water Bound Macadam specification (75mm compacted thick) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of gravel and sand as binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour,T&P and cost, conveyance royalty & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge. |
| 12 | WBM-G-II |
| 13 | Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade using brande cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge. |
| 14 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge. |
| 15 | Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. completeas per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge. |
| 16 | Providing, laying and rolling open graded premix carpet of 20mm thick using 0.27 cum composed of 13.2 mm to 5.6 mm size crusher stone chips using pentration grade of bitumen of grade VG-30 (60/70)of 14.60 kg per 10 sqm including hand packing to proper camber and consolidation with 80-100 KN roller inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. |
| 17 | Providing 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 5per centof 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 spefn. clause No. 508 complete. |
| 18 | Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C. |
| 19 | Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc completeas per the direction of Engineer in charge. |
| 20 | Providingandfillingmanuallywithselectedsandinlayersnotexceeding200mmthickincludingwateringandcompactingwithallleadsandliftsetc.ForfinisheditemofworkasperSpecification. |
| 21 | P.C.C.( 1:3:6 ) in foundation/Sub structureusing 40 mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complet and as per the direction of the E.I.C. |
| 22 | IN FOUNDATION |
| 23 | UnitcostofNP3humepipes including cost of labour for laying hume pipes(900 mm dia.)and as per the direction of Engineer in charge. |
| 24 | HPC 600 mm Dia S/R |
| 25 | HPC 1000 mm Dia S/R |
| 26 | HPC 1000 mm Dia D/R |
| 27 | Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specificationsincluding hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge. |
| 28 | Below Bed Level |
| 29 | Above Bed Level |
| 30 | R.C.C. M15grade using 20 mm sizeand down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge. |
| 31 | Below Bed Level |
| 32 | Above Bed Level |
| 33 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 34 | Pire Cap,Dirt wall & guard Post |
| 35 | R.C.C. M-25grade using 20 mm sizeand down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge. |
| 36 | Below bed level |
| 37 | Above Bed Level |
| 38 | Deck slab |
| 39 | Pier cap |
| 40 | Dirt wall |
| 41 | R.C.C. M-30grade using 20 mm sizeand down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge. |
| 42 | Wearing Coat |
| 43 | Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance oftor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987) |
| 44 | Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge. |
| 45 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete. |
| 46 | Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge. |
| 47 | Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge. |
| 48 | 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 |
| 49 | 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1 |
| 50 | Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. |
| 51 | Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge. |
| 52 | i) 5th Kilometer stone |
| 53 | iI) Ordinary Kilometer stone |
| 54 | iii) 200 mm stone |
| 55 | Semi-reflectorisedSign Boards |
| 56 | 200 mm dia RCC guard post. |
| 57 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes as per technical specification Clause 1902 |
| 58 | 1 st Year |
| 59 | 2 st Year |
| 60 | 3 st Year |
| 61 | 4 st Year |
| 62 | 5 st Year |
| 63 | Making up loose of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903 |
| 64 | 1 st Year |
| 65 | 2 st Year |
| 66 | 3 st Year |
| 67 | 4 st Year |
| 68 | 5 st Year |
| 69 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 |
| 70 | 1 st Year |
| 71 | 2 st Year |
| 72 | 3 st Year |
| 73 | 4 st Year |
| 74 | 5 st Year |
| 75 | Maintenance of BT road including filling up pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specificationClause 1904.2 ,1906 |
| 76 | 1 st Year |
| 77 | 2 st Year |
| 78 | 3 st Year |
| 79 | 4 st Year |
| 80 | 5 st Year |
| 81 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 |
| 82 | 1 st Year |
| 83 | 2 st Year |
| 84 | 3 st Year |
| 85 | 4 st Year |
| 86 | 5 st Year |
| 87 | Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 |
| 88 | 1 st Year |
| 89 | 2 st Year |
| 90 | 3 st Year |
| 91 | 4 st Year |
| 92 | 5 st Year |
| 93 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and5th km stone as per drawing and technical specification Clause 1912 |
| 94 | 1 st Year |
| 95 | 2 st Year |
| 96 | 3 st Year |
| 97 | 4 st Year |
| 98 | 5 st Year |
| 99 | Cutting of branches of trees and shrubs from the road way or with in R.O.Wincluding disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 100 | 1 st Year |
| 101 | 2 st Year |
| 102 | 3 st Year |
| 103 | 4 st Year |
| 104 | 5 st Year |
| 105 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technicalspecifications Clause 1914 |
| 106 | 1 st Year |
| 107 | 2 st Year |
| 108 | 3 st Year |
| 109 | 4 st Year |
| 110 | 5 st Year |
| 111 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 |
| 112 | 1 st Year |
| 113 | 2 st Year |
| 114 | 3 st Year |
| 115 | 4 st Year |
| 116 | 5 st Year |
| 117 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 118 | 1 st Year |
| 119 | 2 st Year |
| 120 | 3 st Year |
| 121 | 4 st Year |
| 122 | 5 st Year |
AI Tender Summary
Tender Timeline
Sep 01, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 15, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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