Indian Tenders

Tender Notice

TDR 55931108
Tendering Authority Kanpur Municipal Corporation
Tender No 203/AA-6/2026-27
Tender ID 2026_NNKAN_1159606_1
Tender Brief Corrigendum : Tender For Construction Of Road From Mary Ur Square To Coca Cola Crossing Under Zone-06 Ward-85 Lajpat Nagar By Hmp.
City Kanpur
State Uttar Pradesh
Document Fees INR 4602 /-
EMD INR 1150000.0 /-
Tender Value INR 1.90 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Of Road From Mary Ur Square To Coca Cola Crossing Under Zone-06 Ward-85 Lajpat Nagar By Hmp.

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 17-06-2026 date extenison Date 30-06-2026

Key Dates

Publish Date 17-06-2026
Last Date of Bid Submission 30-06-2026
Tender Opening Date 30-06-2026

Contact Information

Company Name Kanpur Municipal Corporation
Contact Person ce knn
Address ce knn moti jheel

BOQ Items

Name of Work:- Construction of road from Mary ur Square to Coca Cola Crossing under Zone-06 Ward-85 Lajpat Nagar by HMP.
Sl. No. Item Description
1Dismentalling of B.O.E. soiling/Inter locking tile including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only).
2sale of old interlocking tiles etc all comp.
3Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in-Charge within s distance of 60 meter.
4Dismentling of flexible pavements and disposal of dismentled material upto a lead of 100m. Stacking serviceable and unserviceable material separately as per
5Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift 1.5 m, as directed by Engineer-in-charge:2.1.1 All kinds of soil. O to 0.30 M.
6Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.
7Providing and laying in base cement concrete 1:6:12 of not less than stength of m-150 (stone balast 40, 20mm stone normal size and 4cm sotne ballast etc. all comp
8class 150 brick work in 1:4 cement mortar in foundation & plingth including supply of all materials labour etc all complete....
9Providing and laying at or near ground level factory made Kerb stone of M-25 grade cement in position to required line, level and curvature jointed with cement mortar 1:3(1 cement:3 course sand) including making joints with or without grooves(thickness of joints except at sharp curve shall not to more then 5mm) including drainage opening wherever required complete etc.
10Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density. Complete as per MORT & H clause 402
11Providing and Laying of Rubber moulded Interlocking concrete block with 80mm thick ICBP(75% Grey & 25% Red/Yellow coloured) having strength not less than 30KN/m2 complete as per technical Specification Clause. Ch-26, mord-1504.ch-26, mord-1500.(6.7)
12P/L spreading and compacting graded stone aggregates to wet mix macadam(WMM) 406
13Cartge of earth up to 3.00 km Including Loading & unlaoding but excluding staking pucca road etc all compitete.....
14Prov./applying tack coat with bitumen using at the rate of 0.30 kg per sqm as phalt before sqm B.M.& S.D.C.layer including etc.all complete.
15Dense Graded Bituminuos Macadam (DGBM) Providing and laying dense Graded bituminour macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour crushed aggregates of speficied grading permixed with bituminour binder @ 4.5 per ce
16P/L of bituminous Concrete (BC) with computrised HMP type hot mix plant producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bituminour binder (CRMB-55) @5.4 per cent of mix and filler trasporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment folling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in respects.
17Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-
18solar road studs of powerful mode with bright LED light Aluminium die cast body of matt finish having high intensity 3x2 nos. flashing light throughout the night. Amber or red colour all weather resistant with superior solar cell and side reflectors.
19S/F of Sign board with pedestal
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Other Detail

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