Tender For Maintenance Of Damaged Roads At Panchanantala Road And Bye Lanes Of Banerjee Para Road, Naskar Para Road, Banamali Banerjee Road & Surrounding Areas In W/N-115.
Tender Value
2.94 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
0 days left
EMD
6000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance Of Damaged Roads At Panchanantala Road And Bye Lanes Of Banerjee Para Road, Naskar Para Road, Banamali Banerjee Road & Surrounding Areas In W/N-115.
BOQ
| Sl. No. | Item Description |
| 1 | Picking up and removing old bituminous layer or sand sealing coatfrom old black topped surface and cleaning the exposed surface byscraping and stacking the material as directed.(a) By manual means :(i) From 25 mm to 50 mm thick. ( Ref :PWD (Rds & Brdgs)-2018, It.No. 18.02 Page No.331) |
| 2 | Box cutting or filling in Road embankment in all sorts of soil includingspreading the spoils properly over the flank as necessary or on bermto approximate grade & camber and rolling the sub-grade with powerroller to proper camber and grade as per direction and satisfaction ofEngineer-in-charge including uprooting and removing plants andjungles when and where necessary.(a) Depth up to 150 mm. ( Ref :PWD (Rds & Brdgs)-2018, It. No. 3.16Page No.240) |
| 3 | Box cutting or filling in Road embankment in all sorts of soil includingspreading the spoils properly over the flank as necessary or on bermto approximate grade & camber and rolling the sub-grade with powerroller to proper camber and grade as per direction and satisfaction ofEngineer-in-charge including uprooting and removing plants andjungles when and where necessary.(b) For each additional Depth of 150mm and part thereof. ( Ref :PWD(Rds & Brdgs)-2018, It. No. 3.16 Page No.240) |
| 4 | Supplying, spreading and compacting Sand to required thickness, inlayers not exceeding 150 mm to proper gradient and camber,inundating each layer by water and packing and ramming layer bylayer to achieve desired compaction, including lighting, guarding,barricading and making adequate earthen bundh where necessary,curing with water as per direction, mending cracks and depressionsby ramming wherever necessary.Note:- Add cost at site of the materials to arrive at the complete rate.The compaction factor for dry, clean sand may be taken as 0.835.(The payment is to be made on the basis of finished compactedvolume).(c) For Silver Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 PageNo.245 & page-222 sl. No-4) |
| 5 | Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand. ( Ref:PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addendadtd-04.06.18,P-1) |
| 6 | Water Bound Macadam Sub Base by consolidating Jhama metal /Laterite chelly or stone metal / shingles of specific size in hard crustto requisite thickness (measured after compaction) in layers includingscreening of metals etc. as necessary, hand packing, sweeping,watering and rolling in stages with power roller to proper line, gradeand camber, lighting, guarding & barricading and making necessaryearthen bundh of one metre width on each side where necessary toprotect edges and preparing the bed by necessary cutting or fillingand rolling all complete including the cost of all materials and hire andlabour charges of all men and machineries and compacting to therequired density, as per Clause 404 of Specifications for Road &Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by consolidating Jhama metal /Laterite (63 mm to 45 mm) (Moorum replaced with course sand)( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10(i) Page No.247 &page-222 sl. No- 1 & 5 (e)) |
| 7 | Constructing catch pit to a depth of 1.0m (Insid(e) with 250mm th. 1stclass Brick Work (1:4) in all sides over a layer of jhama brick soling &100mm th. jhama cement concrete (1:4:8) including necessary earthwork, providing approved type C.I. Syphone (150mm dia) with toppingRCPC gully grid (5MT load bearing capacity) constructing invert withbrick -on-edge, including 20mm th. inside cement plaster (1:4)finished with neat cement punning, at the top 100mm th. R.C.C. slab(1:1.5:3) with stone chips including necessary reinforcement,shuttering as per standard drawing and as directed by E-I-Ccomplete in all respect and removal of surplus earth with all costs oflabour and materials. Inside measurement of catch pit, 600mm X525mm |
| 8 | SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOILPIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting andfixing with cement jointing (3:1) salt glazed stoneware pipe includingexcavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottomand sides).(iii) 150 mm |
| 9 | Cement concrete with graded jhama khoa (30 mm size) excludingshuttering In ground floor and foundation.(b) 1:4:8 proportion ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.23 &3rd Corrigenda Addenda dtd-04.06.18, P-9 & 10) |
| 10 | Manhole connection (upto 450 mm. dia.) including mending good allcomplete with (1:2:4) cement concrete as per specification anddirection of Engineer-in-charge |
| 11 | Raising cover and frame of Special Inspection Pit with CBW (1:4),250 mm thick up to 100mm high with 20mm thick sand and cementplaster (1:4) including finishing with neat cement after cutting theasphaltum pavement taking out and re-fixing the existing cover andframe with cement concrete (1:1.5:3) with stone chips all round theframe surface including removal of surplus spoils. ( Ref :Rate basedon PWD Current SOR,PWD(R&B) 2018, p-233 (it -2.05), p-332(it-18.06), p-222 sl-5(a),p-332 (it -18.05)), pg-227, I-1.03, pg-230,Table-I , Table III-2 pg-226,PWD(B) 2017 , p-189 (it -1) and 3rd corria. & Adda., p-49&50, Date04.06.2018, p-192 (it -15), p-26 (it -10(i)), consumption chart pg-B-60,sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018,p-303 , p-191 (i -6)and 3rd Corr. & Adda, page-52, p-303, p-269 (it -1) and 1st Corria &Adda, Page-4, Date 08.01.2018, page-12 (item -13)) |
| 12 | Raising cover and frame of Catch Pit with CBW (1:4), 250 mm thickup to 100mm high with 20mm thick sand and cement plaster (1:4)including finishing with neat cement after cutting the asphaltumpavement taking out and re-fixing the existing cover and frame withcement concrete (1:1.5:3) with stone chips all round the framesurface including removal of surplus spoils. ( Ref :Rate based onPWD Current SOR,PWD(R&B) 2018, p-233 (it -2.05), p-332(it-18.06), p-222 sl-5(a),p-332 (it -18.05)), pg-227, I-1.03, pg-230,Table-I , Table III-2 pg-226,PWD(B) 2017 , p-189 (it -1) and 3rd corria. & Adda., p-49&50, Date04.06.2018, p-192 (it -15), p-26 (it -10(i)), consumption chart pg-B-60,sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018,p-303 , p-191 (i -6)and 3rd Corr. & Adda, page-52, p-303, p-269 (it -1) and 1st Corria &Adda, Page-4, Date 08.01.2018, page-12 (item -13)) |
| 13 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTIONPIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing inposition reinforced cement polymer concrete manhole /gully pit coverwith matching frame.As per I.S-12592(M.D) (viii) 5 MT load bearingcapacity gully pit cover with frame and hinge arrangement for openingof size (viii) 5 MT load bearing capacity gully pit cover with frame andhinge arrangement for opening of size Cover: 470 mm X 420 mm X80 mm Frame: 590 mm X 550 mm X 170 mm opening: 380mm x305mm Weight: 100 kg (approx) |
| 14 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surfacecleaned with Hydraulic broom, moistening the surface including costand carriage of emulsion, hire charges of machinery and labour, costof fuel and lubricants all complete as per Clause 503 of Specificationsfor Road & Bridge Works of MoRT&H (5th Revision).(ii) On Granular surfaces treated with primer. (Using Bitumenemulsion at the rate of 0.25 to 0.30 kg per sqm.) ( Ref :PWD (Rds &Brdgs)-2018, Page No.213 (Table No.3.3?1) & Page No. 251, It. No.5.02, Table no.I-2 of pg-219, pg-220 Format-B, PWD(R&B) 2018,pg-228 item-1.03 (i), Pg-230,Table-I, It-4,) |
| 15 | Providing and applying tack coat with Cationic Bitumen Emulsion ofapproved grade conforming to IS: 8887-1978 on the prepared surfacecleaned with Hydraulic broom, moistening the surface including costand carriage of emulsion, hire charges of machinery and labour, costof fuel and lubricants all complete as per Clause 503 of Specificationsfor Road & Bridge Works of MoRT&H (5th Revision).(i) On Bituminous Surface. (Using Bitumen Emulsion at the rate of0.20 to 0.30 kg per sqm.) ( Ref :PWD (Rds & Brdgs)-2018, PageNo.213 (Table No.3.3?1) & Page No. 251, It. No. 5.02, Table no.I-2of pg-219, pg-220 Format-B, PWD(R&B) 2018, pg-228 item-1.03 (i),Pg-230,Table-I, It-4,) |
| 16 | Transportation and laying 40 mm thick hot asphaltum mixture fromkmc plant to the work site including rolling but excluding the cost oftack coat (covered area- 1250 square meter per 100 mt hot-mixture)a) without paver finisheri) Day Time ( Ref :As per KMC Rates, taxes, fees & Charges for theyear 2019-2020, As per present market Price, Rate appvd. ByD.G.(Civil) Circular No-21 of 2016-17 dtd-25.10.16 vide resolutionMIC meeting (Item no-M-29.22 dtd-21.09.16), Mpl. Secretary Circullarno-02 of 2018-19 dtd.04.04.2018 ) |
| 17 | Sub Total |
| 18 | GST 18% |
| 19 | CESS 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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