Tender For special Repair To Fencing And Allied Works Near Building No P-107 To P-113 At Nvl Under Ge (West) Lucknow
Tender Value
38.53 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
15 days left
EMD
77060
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Fencing And Allied Works Near Building No P-107 To P-113 At Nvl Under Ge (West) Lucknow
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling posts or struts (wood, steel or RCC) of any section including taking out embedded portion of concrete, brick work of any and making good disturbed ground complete all as specified and directed. |
| 2 | Dismantling existing barbed wire/plain wire/ chain link fencing any type from RCC/Steel/Wooden posts complete all as specified and directed. |
| 3 | M&L for brickwork with old sized fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 Incl demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed. |
| 4 | M&L for rendering/plaster by using readymix mixture of thickness 12 mm to 15 mm on newly prepared surface and plastering the wall surface with white cement based polymer modified self curing mortar complete all as specified and directed. |
| 5 | M&L for preparation of new plaster surfaces of wall and applying two coats of cement base paint complete all as specified and directed. |
| 6 | Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose soil complete all as specified and directed. |
| 7 | Returning / filling in layers including spreding, leveling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified and directed. |
| 8 | Removing excavated soil to a distance exc 250 but not exc 500 m and depositing whereas directed as a level n, exc 1.5m above the starting point complete all as specified and directed. |
| 9 | M & L for cement concrete type D2, 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete including necessary form work required complete all as specified and directed. |
| 10 | S&F of precast I-shaped pillar of size 200mmx200mmx2400mm as per drawing, having flange thickness of 60mm and web thickness 80mm will place on PCC base size 750mmx750mmx100mm, grouted into pit size 600mmx600mmx900mm using shuttering with concrete ratio 1:2:4 (The details of column comprising of following i.e having a cap fixed at top of the column, having 4mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions, all manufacturing process must comply with indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components concrete mix design of IS:9103 with weight of each column at least 185 kg (tolerance limit 1.5%) complete all as specified in drawing and directed by Engr-in-Charge. Note (i) PCC of sub base and grouting shall be measured and paid separately under relevant item of BoQ. (ii) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality. (iii) Please refer drawing sheet No 1/1 to 1/2 for pillar & panels is enclosed. (iv) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding |
| 11 | S&F of precast panel have oval size hollow design as per drawing of size 3000mmx750 mmx75mm having 8mm thick steel bars in panel, which is made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions. all manufacturing process must comply with indain standards. the curing process must be maintained using ro water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. concrete mix design of IS:9103 with weight of each panel at least 270 kg (depends on design) complete all as specified in drawing and directed by Engr-in-Charge. Note : (i) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality. (ii) Please refer drawing sheet No 1/1 to 1/2 for pillar & panels is enclosed. (iii) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding |
| 12 | M&L for plain cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in column footing including necessary formwork required complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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