Tender For Repair / Maintenance To Certain Slab Nlb, Taxiway And Apron Areas At Af Stn Bkt
Tender Value
35 Lakhs
Estimated cost
Bid Submission
25 Aug 2026
19 days left
EMD
70000
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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair / Maintenance To Certain Slab Nlb, Taxiway And Apron Areas At Af Stn Bkt
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brickwork or stone work/boulder masonary built in cement mortar or cement lime mortar completed all as specified and directed. |
| 2 | M&L for Brick work with old size fly ash bricks straight or curved on plan exc 6m mean radius and setting in cement mortar (1:6) complete all as specified and directed. |
| 3 | Demolition of Cement Concrete unreinforced of any description and any position not otherwise specifically provided for pavement of NLB / Taxi track / runway / dispersal area as complete all as specified and directed. |
| 4 | M& L for 15mm thick rendering of external surface in CM (1:4) on fair faces of brick work or concrete surfaces including uprooting/cutting of vegetation growth (maximum height upto three stories completed all as specified and directed. (Note:- Below 10 Sqm Qty be executed throuth conventional method). |
| 5 | M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregate as in surface channels and drains surface finished even and smooth without using extra cement incluing necessary formwork completed all as specified and directed. |
| 6 | M&L for construction of granular sub base (GSB) proving 200 mm thick (compacted) in two layers of 100mm spread thickness layer by providing close graded granular sub base material of grading-II as per MORTH table 400-1, mixing in machanical mix plant OMC, speding uniform layers with motor grader on prepared surface and compacting with vibratory roller/ power roller of 8 to 12 tonne capacity to achieve the desired density completed all as specified and directed. |
| 7 | M&L for 10mm thick layers of ganga sand filling cover conrete subbase including watering complete all as specified and directed. |
| 8 | M&L for 400 micron polythene film HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over sand cushion as specified in the design with overlap between adjacent strips and a transverse joints as minimum 300mm complete all as specified and directed. |
| 9 | Supply only Polyester triangular fibre of 6/12 mm long @ 0.25% by weight of cement with circum circle diameter 30-35 micron designed for melting point of 240-260 degree celsius and having specific gravity of 1.34 to 1.4 Recron 3S completed all as specified and directed. (Make- M/s Reliance Ltd Mumbai or equivalent). |
| 10 | M&L for cement concrete design mix M-25 using 20 mm crushed stone aggregate as in pavings/hard-standing/NLB/Taxiway finished the concrete surface even and fair without using extra cements laid in alternate panels with & including necessary formwork complete all as specified and directed. (Note: Concrete should be to be procured from RMC-M25 design mix). |
| 11 | M&L for design mix quality cement concrete work using crushed stone aggregate as in floor/hardstanding having of minimum flexural stregth 40Kg / per square centimeter in field using not less 400 kg of cement/Cum of concrete complete all as specified and directed. (Note: (i) Cement shall be provided all as per design mix but not less than 400kg / Cum. (ii) In the event of increase in cement content as per design mix formula, nothing extra shall be admissible to the contractor on this account & quoted unit rate are deemed to be includes in the unit rate. (iii) Concrete shall be procured from RMC-M35 design mix. (b) Polyester triangular fibre shall be measured and paid separately under relevant item of Sch'A' |
| 12 | M&L for finishing of concrete floor with power trowel cum floater machine (mechanical means) complete all as specified & directed. |
| 13 | M& L for finishing of concrete roads, pavements by brooming completed all as specified and directed. |
| 14 | M&L for forming 25mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30mm dia, over filler board and filled with polyethylene based sealant complying with BS-5212, BS 4254 and EN - 141875-2003 with minimum movement accommodation factor (MAF) of + 30 % having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and directed. The finished level of sealed joint shall be on an average 3mm below the top surface of slabs.) NOTE : Sealing compound shall be Bostik \\"Seal N flex-1\\", single component class 'A' Bostik Polyurethane sealent conforming to BS-5212 or equivalent product of M/S Choksey Chemicals Pvt. Ltd. or M/S STP Ltd. |
| 15 | Cutting of construction joints 25mm deep and 10mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air, Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12mm dia. application of board breaker tape on top of backup rod for complete width of the joint and filled with polyethylene based sealant complying with BS-5212, BS 4254 and EN - 141875-2003 with minimum movement accommodation factor (MAF) of + 30 % having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. ( The finished level of sealed joint shall be on an average 3mm below the top surface of slabs.) NOTE : Sealing compound shall be Bostik \\"Seal N flex-1\\", single component class 'A' Bostik Polyurethane sealent conforming to BS-5212 product of M/S Choksey Chemicals Pvt. Ltd. M/S STP Ltd. |
| 16 | M&L for forming dummy/contraction joints with an initial saw cut of 3 mm soon after the concrete has set upto a depth of 1/3rd to 1/4th the thickness of slab, widening te first saw cut to 6 mm and 24 mm by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air, Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 8mm dia. application of board breaker tape on top of backup rod for complete width of the joint and filled with polyethylene based sealant complying with BS-5212, BS 4254 and EN - 141875-2003 with minimum movement accommodation factor (MAF) of + 30 % having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed. ( The finished level of sealed joint shall be on an average 3mm below the top surface of slabs.) NOTE : Sealing compound shall be Bostik \\"Seal N flex-1\\", single component class 'A' Bostik Polyurethane sealent conforming to BS-5212 /M/S Choksey Chemicals Pvt. Ltd. M/S STP Ltd. |
| 17 | M&L in repair for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound,Grade \\"A\\" for 150 mm thick cement concrete complete all as specified and directed. |
| 18 | M&L for forming construction (dummy) joints of size 65mm deep x10mm wide filled with sealing compund grade 'B' complete all as specified and directed. |
| 19 | S&F in repair for machine pressed precast concrete interlocking paver block coloured reflective type rubber moulded with pigment any shape and size confirming to IS 15658-2006 of 100mm thickness M-40 grade complete all as specified and directed. |
| 20 | S&F in repair at or near ground level factory made pre cast kerb stone of M-25 grade cement concrete in position to the required line,level and curvature,jointed with cement mortar (1:3) includiing making joints with or without grooves completed all as specified and directed. |
| 21 | M & L for preparation of new plastered/concrete surface/brick stone/kerb stone surfaces of any description not otherwise described, over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of priming paints plaster coat including necessary rubbing with sand paper or grinded by hand grinder to achieve smooth and even surface. |
| 22 | M&Lfor Pre-cast saucer drain of size 300mm x 300mm x 100mm for Pedestrian areas,parking area etc.completed all as specified and directed. |
| 23 | Dismantling PVC/Cement/CI pipes 50 to 110 mm dia including all fittings like bend,branch pieces, connectors, heel rest bend etc and removing from site completed all as specified and directed. |
| 24 | S&F UPVC (SWR) type B pipes of size 110 mm bore single socketed in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and directed. |
| 25 | M& L for friction/slip/skid resistance field test of flexible portion of runway rigid pavement portion of taxi track & dispersal through approved Govt. labs or other Govt agencies or approved pvt labs completed all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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