Tender For Repairing Of Road From 28, East Purbachal Canal Rd To Taraker Bridge And From 11, East Purbachal Canal Rd To Mohoner Bridge In Wardno-106, Br-Xii.
Tender Value
11.82 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
16 days left
EMD
24000
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 Repairing Of Road From 28, East Purbachal Canal Rd To Taraker Bridge And From 11, East Purbachal Canal Rd To Mohoner Bridge In Wardno-106, Br-Xii.
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 :(iii) Above 100 mm thick. |
| 2 | 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) |
| 3 | 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).(ii) For Construction of Sub Base by consolidating Brick Bats / Laterite(90 mm to 45 mm) |
| 4 | 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. |
| 5 | Cement concrete with graded jhama khoa (30 mm size) excludingshuttering In ground floor and foundation.(a) 1:3:6 proportion |
| 6 | Resetting of Stone Slabs of kerb & channel of road side drain tocorrect line and level including cement pointing (1:2).b) flat channel stone. ( Ref :Rate based on PWD Current SOR.[PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) |
| 7 | Supplying and laying factory made flat channel stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated; size 500mm X 300mm X 100 mm; making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder) |
| 8 | Lowering manhole cover and frame with CBW (1:4), 375 mm thick upto 100mm high with 20mm thick sand and cement plaster includingfinishing with neat cement after cutting the asphaltum pavement andtaking out and re-fixing the existing manhole cover and frame withcement concrete (1:1.5:3) with stone chips all round the framesurface including removal of surplus spoils. |
| 9 | (23)Supplying, fitting and fixing in positing reinforced cement polymerconcrete manhole /gully pit cover with matching frame as per I.S.12592 (m.D.) ii) 25 mT load bearing capacity round manhole coverprovided with two lifter hooks fitted with matching frame of size Cover: 680 mm. X 90 mm. Frame : 800 mm. X 165 mm. Opening : 500 mm.Weight : 196 Kg. (approx.) |
| 10 | (b) Priming one coat on timber or plastered surface with synthetic oilbound primer of approved quality including smoothening surfaces bysand papering etc. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No. 200) |
| 11 | Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc.including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :(ii) Two coats (white in shade) ( Ref :PWD (Bldg.)-2017, It. No. 2,Page No. 200) |
| 12 | Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc.including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :(iv) Two coats (with any shade except white) ( Ref :PWD(Bldg.)-2017, It. No. 2, Page No. 200) |
| 13 | PRIME COAT Providing and applying primer coat with CationicBitumen Emulsion of approved grade conforming to IS: 8887-1978and requisite quantity on prepared surface of granular base includingcleaning of road surface and spraying primer using Mechanicalmeans including cost and carriage of bitumen emulsion and all otherincidental costs of work complete as per Clause 502 of Specificationsfor Road & Bridge Works of MoRT&H (5th Revision). (i)For WBM /WMM Surface:...(with primer @ 0.70-1.0 kg/sqm)(Rate as perPWD(WB) schedule of rates 2018 (Roads & Bridge Work),page-213(table-3.3-1) & 251 (item-5.01)) |
| 14 | Tack Coat Providing and applying tack coat with Cationic BitumenEmulsion of approved grade conforming to IS:8887-1978 on theprepared surface cleaned with Hydraulic broom, moistening thesurface including cost and carriage of emulsion, hire charges ofmachinery and labour,cost of fuel and lubricants all complete as perClause 503 of Specifications for Road & Bridge Works of MoRT&H(5th Revision). (ii) On Granular Surfaces treated with primer (UsingBitumen Emulsion at the rate of 0.25 to 0.30 kg per sqm.)(Rate as perPWD(WB) schedule of rates 2018 (Roads & Bridge Work),page-213(table-3.3-1) & 251 (item-5.02)) |
| 15 | 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) Night 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 ) |
| 16 | Liquid Seal Coat (Type A) Providing and laying Liquid Seal Coat(Type A) with approved quality stone chips and bitumen binder onthoroughly cleaned black top surface, spreading screened & cleanedstone aggregates (100 % passing through 11.2 mm sieve andretained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregateper 10 m2 of area using suitable means, brushing the chips, ifnecessary, to ensure uniformity, followed by rolling with power rollerincluding the cost and carriage of binder and stone chips, cost ofheating the binder and all other incidental charges, cost of fuel andlubricants, including hire charges of machineries, tools & plantsrequired for construction and quality control complete as per Clause511 of Specifications for Road & Bridge Works of MoRT&H (5thRevision). (ii) With Cationic Bitumen Emulsion (@ 15.00 kg / 10sqm.)((Ref. - Item No. - 5.13(A)(II), P-258 of P.W(R)D Schedule 2018,Format-B, P-220 of P.W(R)D Schedule 2018, TABLE No. T-1, Itemno.-4/A, P-230 of P.W(R)D Schedule 2018, TABLE III-2, ROW-16,P-226 of P.W(R)D Schedule 2018, Ref-TABLE No. T-1, Item no.-3/A,P-230 of P.W(R)D Schedule 2018, 1.03 A (C), P-227 of P.W(R)DSchedule 2018, TABLE No. T-1, Item no.-3/A, P-230 of P.W(R)DSchedule 2018)) |
| 17 | Sub Total |
| 18 | GST 18% |
| 19 | CESS 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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