Tender For Impropvement Of Blackspot-2025 Bs Code Up 9847 On Daliganj Railway Crossing To Puraniya Railway Crossing Road In Lucknow City
Tender Overview
Project Description
Tender for Impropvement Of Blackspot-2025 Bs Code Up 9847 On Daliganj Railway Crossing To Puraniya Railway Crossing Road In Lucknow City
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 | 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 mm nominal size)as per SOR Ch. 8 Item 1(4.1.5) |
| 8 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) as per SOR Ch. 9 Item 1(6.1) |
| 9 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) as per SOR Ch. 15 Item 3(13.5.1) |
| 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 as per SOR Ch. 8 Item 2(4.2.2) |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 12 | Supply and fixing of M.S. iron railing 1.2 mtr high of approved design having vertical M.S. iron pipe, 14 Gauge of outer dia 41mm molded at rop at the inner dia 200mm connected together with M.S. pipe, 14 gauge of outer dia 25mm at three palces 40mm long and at the clear distance from bottom 125mm filled also with 25mm outer dia pipe continuously total height of railing legs 970mm except outer legs which embedded minimum 125mm in the base with 1:2:4 C.C. of size 230x230x230 mm hole in base . The railing have also two plates of size 230x230 mm squire and circular 14 gauge plane sheet, squire plate weld double on legs and circular plate in between semi circular head as per attaced drawing including cost of all material, labour and T&P etc. required for proper completion of work, and as per direction of E/I. |
| 13 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture As Per DAR 13.102.1 |
| 14 | 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 |
| 15 | 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. |
| 16 | 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 at the rate of 0.70 kg/sqm using mechanical means. |
| 17 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 18 | 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. |
| 19 | 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 |
| 20 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 21 | 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 |
| 22 | 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 Please Enable Macros to View BoQ information |
AI Tender Summary
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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