Construction Of Road From Khano Satoser To Pmgsy Link Road Within Galsi-Ii Block
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Oct 2022
0 days left
EMD
56000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
galsi → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Khano Satoser To Pmgsy Link Road Within Galsi-Ii Block
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil |
| 2 | Earth work in road embankment of flanks, slopingto currect profile with good quality carried earth including excavation, loading, unloading and staking etc as per specification and diirection.Distance carried upto a toal lead of 1.0Km |
| 3 | \"B. By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber,compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials,machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) Grading -III\" (i) Grading – III (26.50 mm chips0 .4480 cum,5.6 mm0 .5760 cum, Medium sand 0.2560) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying andbrooming requisite type of screening / bindingmaterials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery andcompacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)b)With coarse aggregate of size range 63mm-45mmCompacted thickness (using 1.21 cum of Grading-I aggrigates ,0.24 cum of type-Bscreening materials.Using Manual means b)With coarse aggregate of size range 63mm-45mmCompacted thickness (using 1.21 cum of Grading-I aggrigates ,0.24 cum of type-Bscreening materials.Using Manual means |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Manual MeansAdd cost at site of 1.21 m³ of Grading-2 Aggregates & 0.24 m³ Stone Screening Type-B to arrive at the complete rate |
| 6 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th RevisionFor WBM / WMM Surface:(with primer @ 0.85 kg/sqm) |
| 7 | Providing, laying and rolling of Open - graded premixsurfacing of 20 mm thickness composed of 13.2 mm(@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²)size stone aggregates, including thoroughly cleaningof the surface, screening, cleaning and pre-heatingstonechipsandfullypre-coatingthesameeitherusing viscosity grade paving bitumen VG-30 (60/70) including tackcoat with bitumen emulsion MS ,carryingthemixturebyanysuitablearrangements,layingthemixtureuniformlyoverthesurface,includingline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,including mixing in Mobile Hot Mix Plant (Light Duty)andthoroughlyrollingwithasmoothwheeledroller 8-10tonnecapacity,finishedtorequiredlevelandgradesincludingthecostandcarriageofstonechips and matrix, heating the matrix, preheating theaggregates to required temperature and includingthe hire charges of Mobile Hot Mix Plant (Light Duty)and other machinery, pay of operators, cost of fueland lubricants etc. complete to be followed by sealcoatofeitherTypeAorTypeBasperTechnicalSpecification Clause 508 for Rural Roads of MORD.(With application oftack coat @ 0.20--0.30Kg per Sqm &VG-30 (60/70)bitumin @ 1.46 Kg per Sqm ) |
| 8 | ProvidingandlayingPremixedSealCoat(TypeB) withapprovedqualitysand/[email protected]/100m2andbitumenbinderonthoroughlycleanedblacktop surface coated with tack coat, including heatingand mixing cleaned sand/grit (100 % passing through2.36mmsieveandretainedon180micronsieve)uniformly with bitumen binder, laying and spreading themixatanuniformrate usingsuitablemeans,brushingthesurface,ifnecessary,toensureuniformity,followedbyrollingwithpowerrollerincludingthecostandcarriageofbinderandaggregates,costofheatingthebinderand aggregates and all other incidental charges, cost offuelandlubricants,includinghirechargesofmachineries, tools & plants required for constructionandqualitycontrolcompleteasperClause511ofSpecificationsforRoad&BridgeWorksofMoRT&H(5th Revision). By ManualMeans (i)With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) |
| 9 | (PART-B) 900 nm dia NP3 typeHP Culvert-1 no. Length-7.500 mtrEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 10 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge |
| 11 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches |
| 12 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excluding cost of labour and materials for formwork &reinforcement works.(a) M-15 GradeUsing concrete mixer |
| 13 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(Where staging is not required) |
| 14 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement oncrete pipe NP3 with spigot socket for culverts on first class edding of granularmaterial in single row includingfixing with ement mortar 1:2 but excluding excavation, protection works, ackfilling, concrete and masonry works in head walls and arapets Clause 1106 for Rural Roads of MORD900 mm dia |
| 15 | Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15mx100mmx100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap around the post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of the Engineer-in-charge.Payment of concrete and painting to be made separately.900 mm. x 600 mm. size of board |
| 16 | Add18.0% forGST |
| 17 | Add 1% for Worker Welfare Cess |
AI Tender Summary
Tender Timeline
Sep 27, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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