Tender For Improvement Work On Black Spot No Up-9873 Near The New Garaura Underpass On Amar Shaheed Path Nh-27 Formerly Nh-56 A And B Lucknow Bypass - Civil Work By Departmental Plant
Tender Value
84.22 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
5 days left
EMD
6.22 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Work On Black Spot No Up-9873 Near The New Garaura Underpass On Amar Shaheed Path Nh-27 Formerly Nh-56 A And B Lucknow Bypass - Civil Work By Departmental Plant
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Oct-2026 | Date 5 | Date | 04-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. As per DSR 15.3 |
| 2 | Demolishing Brick work Manually/ by mechanical means Including Stacking of Serviceable material and disposal of unseviceable material within 50 metres lead as per direction of Engineer -in-charge.Cement Mortar |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means Bituminous Courses MORD-202 (2.14) CH-25 LKO SOR 2020-21 |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means Granular Courses MORD-202 (2.14) CH-25 LKO SOR 2020-21 |
| 5 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note item to be applicable in urban areas having directions for restricted hours for movement/ plying of load-carrying motor vehicle of 3.5 cum or more. DAR 1.1.18 SOR CH-25 LKO SOR 2020-21 |
| 6 | Earth 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 as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out theAll kinds of soil. as per SOR Ch. 7 Item 2.8.1 |
| 7 | Brick work with common burnt clay (non modular) bricks of class -150 in superstructure above plinth level up to floor V level in all shapes and sizes in ::Cement mortar 1:4 (1 cement : 4 coarse sand) as per SOR 6.4.1 |
| 8 | Painting with cement mortar (1:4 ) on brick work in substructure as per Technical Specifications as per SOR |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mmnominal size) |
| 10 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20 using batching plant transit mixer & manual placing |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 13 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 14 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 15 | Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer @ 0.70 kg/sqm using mechanical means. |
| 16 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 17 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 18 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 19 | Providing and placing RCC Grade M 20 (Super structure) new jurcy type separator/ divider of 0.83 m height with 12 mm dia vertical rings @ 10cm C/C and 8 nos binders of 10mm dia. with 110 mm dia PVC pipe including furnishing and placing reintforced cement concrement in super structure as per drawing and Technical Specifications. |
| 20 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As per DAR 13.80 |
| 21 | Finishing wall with premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @1.43 litre/10sqm over and including priming coat of exterior primer applied @2.20kg/10sqm) (apex Ultima, weather coat all guard) asian, berger. As Per DAR 13.47.1 |
| 22 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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