Tender For Re-Construction Of Dispersal Area As Per Air Field Requirement At Jalandhar Cantt (Tender Id : 2026_Mes_782527_1)
Tender Value
14.54 Crore
Estimated cost
Bid Submission
31 Aug 2026
23 days left
EMD
10.52 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalandhar → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Construction Of Dispersal Area As Per Air Field Requirement At Jalandhar Cantt (Tender Id : 2026_Mes_782527_1)
BOQ
| Sl. No. | Item Description |
| 1 | DISMANTLING/DEMOLITION WORKS |
| 2 | Demoltion of PCC/PQC of any description and in any position not otherwise specifically provided fro dispersal complete all as spd and directed. |
| 3 | Scarifying or picking gravelled, macadam or bituminous macadamsurfaces in area exc 400 sqm and depth exceeding 50 mm and not exceeding 150 mm deep including removal of rubbish material not exceeding 50 m complete all as specified and directed. |
| 4 | Demoltion of brick work laid dry, complete all as spd and directed. |
| 5 | Removing excavated/demolished material exceeding 500 m but not exceeding 1.5 Kilometre and deposited where directed. |
| 6 | Removing excavated/demolished material exceeding exceeding 1.5 Kilometre and deposited where directed. |
| 7 | SITE CLEARANCE & EARTH WORKS |
| 8 | Earth work in excavation by mechanical means in any kind of soil (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and directed. Breakdown of QtyRunway-15954.00 cumRCC Drain-2701.80 cum |
| 9 | All as per srl item No. 1.07 here-in-before but for each additional 1.5 m or part thereof in depth beyond the first 1.5 m.Breakdown of QtyRCC Drain-540.36 cum |
| 10 | Excavation in trenches in soft/loose soil not exc 1.5mtr wide and not exc. 1.5mtr in depth and getting out for laying of cables, GI pipes all as specified and directed Breakdown of QtyE&MWorks-12.15 Cum |
| 11 | Removal of excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed.Breakdown of QtyE&MWorks-5.23 Cum |
| 12 | Removal of excavated spoil to a distance not exceeding 500 metre and not exceeding 1.5 kilometre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed.Breakdown of QtyRunway- 2000.00 Cum |
| 13 | All as per srl item No. 2.05 here-in-before but exceeding 1.5 Kilometre and not exceeding 5. KilometreBreakdown of QtyRunway-2874.87 cumRCC Drain-2917.94 cum |
| 14 | Returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed.Breakdown of QtyRunway-5262.64 cumRCC Drain-324.22 cumE&MWorks-6.92 Cum |
| 15 | DISPERSAL AND TAXIWAY WORKS |
| 16 | Rolling, consolidating and compacting formation surfaces to 98% density at OMC in required camber in cutting/filling including watering as required, filling in hollows and depressions which occur during the process of rolling using tandem roller 8 to 10 tonne power roller and 10-12 tonnes vibratory roller all as specified and directed. |
| 17 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 150mm thick, watering, ramming/ rolling compacting earth each layer by using vibratory roller of capacity 10 to 12 tonne and power roller 8-10 tonnes and finishing to required size, shape, etc., not exceeding 1.5m high from base using material obtained from excavation srl item No. 1.07, 1.08, 1.09 here-in-before.Notes : (a) A modified proctor density 98% at optimum moisture content for soaked CBR of 3.1% and \\"K\\" value of 5 kg / sqcm/ cm shall be achieved.(b) The embankment shall be finished to required gradient /camber. (c) No deduction shall be made for bulkage for embankment. (d) Forming embankment shall be as per MORTH specifications. (e) Earth should be free from grass & roots, well segregated earth from other foreign materials. Breakdown of QtyRunway-245.49 cum |
| 18 | Material and labour for Granular sub base (GSB) with grading-V (specifications as per TI 09/2018),200 mm thick (compacted thickness) in single layer conforming to grading as specified, spread, rolled and consolidated to required gradient and camber complete using necessary mechanical paver/ grader and vibratory roller of capacity 10-12 tonne all as specified and as directed. Note:- (a) Cost of rolling and compaction of filled granular sub-base is also deemed to be included in the unit rate quoted under this item.(b) Payment shall be made for solid quantity arrived after consolidation. (c) Compaction of granular sub base filling shall be carried out under optimum moisture conditions to achieve 98% of modified proctor density. (d) Curing shall be carried out as per IRC recommendations. (e) Before execution of this item the approved material obtained from outside MD land shall be tested / checked for suitability to use. The lead / royalty involved is to be ascertained by the contractor before quoting his tender and no extra payment / adjustment for increase in lead or rate of royalty due to whatsoever reason shall be admissible on this account. (f) Contractor shall use vibratory earth compactor in lieu of power roller to achieve 98% modified proctor density (MPD) at OMC without any extra cost and method of compaction to be adopted as per recommendation of agency reporting max density at OMC. (g) Separate WMM, GSB and Concrete batching plant to be established and rates of the same is inclusive in rates quoted. |
| 19 | Material and labour for Wet Mix Macadam (WMM) 150 mm minimum thickness (compacted thickness) in two layers (specifications as per TI 09/2018) to achieve required density as per MORTH with coarse granite stone graded aggregate of specified grade along with binding materials like stone dust, spread, rolled and consolidated to required gradient and camber complete using necessary mechanical sensor paver/ grader and smooth wheeled roller of capacity exceeding 8 to 12 tonne capacity all as specified and as directed. Note : Separate WMM, GSB and Concrete batching plant to be established and rates of the same is inclusive in rates quoted |
| 20 | Providing and laying Dry Lean Concrete (DLC) 125 mm thick having compressive strength not less than 7 Mpa at 7 days for each consecutive group of 5 cubes, individual strength of each cube must not be less than 5.5 MPs at 7 days (Para 4.1 IRC:SP:49-2014). (Grading and other parameters as per Table 1 (IRC:SP:40-2014). Minimum cement content must not be less than 140 Kg/cum (Para 4.2 IRC:SP:49-2014) mixed in batching plant, transported to site and laid by sensor paver including spreading and compacting using double drum smooth wheeled rollers with 80-100 KN of static/ vibratory capacity including necessary formwork, finishing etc complete all as specified and directed. Notes :(a) Cement to be used shall be OPC-43 Gde only.(b) Separate WMM, GSB and Concrete batching plant to be established and rates of the same is inclusive in rates quoted.Notes for Srl item No. 3.03,3.04&3.05 (Rigid payment items) : Extra width of 750mm required on either side of layers for movement of paver, T&P etc shall be provided by the Contractor at his own cost & nothing extra shall be admissible on this account. The rate quoted for these items shall deemed to be included the same. No claim whatsoever shall be entertained on this account of any stage. |
| 21 | Material and labour for 150 mm thick Pavement Quality Concrete (PQC) of minimum field Flexural Strength of 4.5 Mpa lower control limit (LCL) at 28 days in pavement slab using minimum 400 kg of cement per cum as per IRC 44 mixed with non-circular synthetic fibre (as per generic specification given by E-in-C's Br) by mechanical means at the rate of 0.25% by weight of cement per cum (or as specified by firm) of PQC. PQC must be laid, spread and compacted with slip-form paver. Curing by mechanical equipment, Texturing-cum-curing machine (TCM) including finishing of surfaces complete all as specified and directed ..Notes : (a) Cement to be used shall be OPC Gde-43 only(b) Separate WMM,GSB and Concrete batching plant to be established and rates of the same is inclusive in rates quoted.(c) Rate also includes for supply and applying of curing compound as specified & directed. |
| 22 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) having minimum weight 390 gm/sqm over sand cushion as specified in the design with overlap between adjacent strips as minimum 300mm and transverse joints at ends as minimum 300mm etc complete as specified and directed. Note : No addl payment for overlap will be made & contractor shall note this aspect while quoting the rate. (ii) Sand cushioning shall be mesaured & paid separately under relevant item. |
| 23 | Material and labour for providing, spreading, laying 10mm thick sand cushion over area for PQC and other similar works laying with clean river sand duly clear from residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer. The sand cushion must not contain stones/ other hard or uneven material/organic matter as specified and directed . and approved by GE.Breakdown of QtyRunway-221.58 cum |
| 24 | Material and labour Painting lines, dashes, arrows, letters, shapes, Heli etc., on runway, pavements and the like exceeding 10cm wide with aqua based road marking paint, three coats after 6 hrs intervals each, white or golden yellow complete all as specified and as directed. |
| 25 | M&L for forming 25 mm width expansion joint in concrete slab for full depth of PQC, Early entry saw and subsequent cutting byusing diamond bit cutter of appropriate size straight and smoth edges. Joint cleaned throughly with application of compressed air. Joint shall be made dry . vaccume cleaned and free of dirt oil vegetation and other devris. The joint filled with pre molded 25mm thick compressible polyethlene closed cesll type fitter board az 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 densityo crossed foam backup rod of 30 rnrn dia, over filler board and filled with polurethane based sealant complying with BS-5212s 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 ,NO extra payment/adjustment or increse in lead or rate of royality on this account is admiisible complete all as specified and directed. |
| 26 | M&L for forming dummy/contraction joint with an intial saw cut of 3mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th thicknss of slab, widening the first sew cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of ty4'0 coats of primer brush by forward and backward movement at an inierval of 30 minutes before placing the backup rod and puring the sealant, Placing of closed cell, nediun density, crossed linked polyethyiene foam backup rod 8 mm dia, application of bond breaker tape on top of back rod for complete width of the joint and filled polurethane based sealant complying with BS-5212s 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 ,No extra payment/adjustment or increse in lead or rate of royality on this account is admiisible complete all as specified and directed. |
| 27 | M&Lfor Cutting of construction joints 25mm deep and 10 mm wide by early entry Säw cut using diamind bit cutter of appropriate size straight and smooth edges. Joint cleaned thoroughly with applicatiopn of compresed air. Joint shell be meds dot, Vacuum cleaned end dfree of dirt, oil, vegetation and other brush by forward and backward movement at an interval of 30 minutes before placing the dbackup rod and pouring the sealant. Plcing of closed cell, rnediurn density crossed finked polyethylene foam backup rod of 12mm dia, application oi bond breaker taps on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS- 5212, BS-4254 and EN- 141875- 2003 with minimum movement acconmodation factor (MAF) of +/- 30 % having minimum 10 year performance guarantee, applying masked tape on the edges of joints end removing the masking tape after filling of sealant as per the method specified by the manufacturer ,No extra payment/adjustment or increse in lead or rate of royality on this account is admiisible. Complete all as specified and directed. |
| 28 | RCC DRAIN WORKS |
| 29 | Material and labour for cement concrete 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed ..Breakdown of QtyRCC Drain- 180.12 Cum |
| 30 | Material and labour for hardcore of broken stone or boulders not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and rammed properly to a true surface complete all as specified and directed. |
| 31 | Supply and fixing TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns as n main bars, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips and complete all as specified.Breakdown of QtyRCC Drain-344971.61 Kg |
| 32 | Use and waste of formwork to sides of concrete foundation, footings, base of columns, sides and soffits (if any) of foundation and plinth beams, and similar work vertical or to batter for rough finished flat surface of concrete complete all as specified and directed. |
| 33 | Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surfaces complete all as specified and directed. |
| 34 | Material and labour for RCC M-25 (design mix) (using 20mm graded crushed stone aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all specified and directed. |
| 35 | Material and labour for RCC M-25 (design mix) (using 20mm graded crushed stone aggregates)as in walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed. |
| 36 | Material and labour for Precast RCC M-25 (using 20mm graded crushed stone aggregate) set in cement mortar 1:6 as in landings, cover slab with/ without holes for manhole, drain etc, water tank base and similar work complete all as specified and directed. |
| 37 | Material and labour for filter media with graded crushed stone aggregate of size varying in the range of 150mm, 100mm, 40mm, 25mm and coarse sand complete all as specified and directed. |
| 38 | Supply and fixing 110mm bore PVC(SWR) pipe as in spout etc complete all as specified & as directed. |
| 39 | Material and labour for constructing RCC sump cum pump house in M-30 (Design Mix) of 8.50m to 8.70m overall depth upto 4.00m inlet pipe and 4.50m internal dia including excavation in all type of strata, foundation concrete in 1:4:8, Container walls, bottom slab, RCC beam, Top slabs in RCC M-30 (Design Mix) with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within 50m lead, including all piping connections, valves, internal elecrification, MS ladder, ventilation shaft complete including test for water tightness and hydraulic functioning, top room complete as specified and as shown in Drg No. CEJZ/STD-4/2000 Sheet No. 1/2 to 2/2.( exculding internal brick work and plaster work) |
| 40 | Supply and fixing for HDPE pipe 100mm bore as spout etc complete all as specified & as directed |
| 41 | Provn of rain water harvesting (recharge pit) of size 6mtrx4mtrx3.5mtr (length x breadthx height) complete all as specified & as shown in drg No. CEJZ/STD-379/17 Sheet 1/4 to 4/4. |
| 42 | Material and labour for laying of 450 mm bore reinforced cement concrete, class NP3 pipes with one collar per length of pipe with filling of joints with cement mortar (1:3) complete all as specified and directed. |
| 43 | Material and labour for cement concrete 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 44 | Material and labour for reinforced cement concrete M-25 (Design Mix) (using 20mm graded crushed stone aggregate) as in slabs supported on walls, beams, roof landings, deck slabs, culvert and like including use and waste of necessary form work complete all as specified and directed by Engineer-in-Charge. |
| 45 | HARDSTANDING WORKS |
| 46 | Material and labour for hardcore of broken stone or boulders not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and rammed properly to a true surface complete all as specified and directed . |
| 47 | Material and labour for cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) in sub base of floor, 150mm thick complete all as specified and directed . |
| 48 | Material & Labour for Pavement quality concrete (PQC) of minimim 28 days field Flexural strength of 45 Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15- 2017 , coarse aggreagate of clean, hard strong, dense, non-porous and durables pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular, virgin synthetic fiber of 12-18 mm length, specific gravity 1.34 to 1.39 UV stable, alkali resistant, with equivalent dia 15-40 micron, minmum melting temperature as 240 C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and tininig by Texturing cum curing Machine complete all as specified and dircted. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC: 15-2017. |
| 49 | M&L FOR forming dummy/contraction joint with an intial saw cut of 3mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th thicknss of slab, widening the first sew cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of ty4'0 coats of primer brush by forward and backward movement at an inierval of 30 minutes before placing the backup rod and puring the sealant, Placing of closed cell, nediun density, crossed linked polyethyiene foam backup rod 8 mm dia, application of bond breaker tape on top of back rod for complete width of the joint and filled polurethane based sealant complying with BS-5212s 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 |
| 50 | E&M Works |
| 51 | Supply & Fixing of 4.0 KW Indoor type air cooled constant current regulator of microprocessor controlled, thyristor type suitable for opertaion on 230 Volts + 10%, 50 Hz input AC supply with 5 steps variation of current output (6.6,5.2,4.0,3.4 and 2.8 Amp) suitable for local and remote control opration with suitable control supply and able tocommuniacte with PC or PLC controlled system, with output current indicated on multifunction digital display, overcurrent, over voltage, open circuuit and earth fault protection and earth leakage meter, positive back indication equipment's hours run counter, complete as required for the following rating and confirm to specifications a sper ICAO Annx 14 |
| 52 | Supply and fixing Cast Iron boxes of 330 x 450 mm (Height) including suitable PCC complete all as specified and as directed and as per OEM recommendation and as per ICAO specifications Annx 14.Make - M/s AMA Private Ltd / M/s Ambika / M/s Deepak Metal/ M/s YPR Engineering Solution Pvt Ltd. |
| 53 | Supply & Fixing of 6 Sqmm 5 KV grade XLPE insulated & PVC sheathed standard cooper conductor singlecore Airfield lighting cable confirming IS 7098-2 with upto date amendment as reqduired confirming to particular specification etc. complete all as specified and directed |
| 54 | Supply & laying DWC(Double Wall Corrugated)HDPE pipe of pressure rating PE- 100 ,PN -10 in trench for canle protection of 50mm internal dia,with necessary connecting material i.e. snap fit coupler etc. including excavation and earth work complete all as specified and directed |
| 55 | Supply, install, testing, commissioning of inset Bi directional LED taxiway stopbar light of 25 Watts, 6.6A/6.6A of colour Red-12 alongwith mounting assembly (breakable coupling & other components), connecting leads, gasket, fasteners suitably protected against corrosion by nickle plating, necessary PCC and earth work for foundation including painting all as per OEM recommendation and specifications of ICAO Annx-14 complete all as specified and directed.Make : M/s AMA Pvt Ltd/ M/s ADB SAFEGATE, Mumbai/ M/s Vardhman Airport Solutions Private Limited, Delhi. |
| 56 | Supply and fixing of 15 Watt, 6.6A/6.6A, rating 5KV, 50 Hz series Isolating transformers encapsulated in polyster resin, finally moulded in neoprene type rubber and with primary and secondary connections confirming to specification complete all as specified and directed |
| 57 | Supply and fixing of 6 Sqmm, 5 KV grade plug and receptacle of type 1 class B connector and suitable field attachment with 5 KV grade PVC insulated PVC sheathed single core 6 Sqmm size copper conductor cable conforming to the specified specification etc complete as required.Make :- M/s AMA Private Ltd/ M/s Bildal/ M/s NASU system, Mumbai |
| 58 | Supply and fix factory made sheet metal enclosure double door vertical type 8 way including incoming MCCB 40 Amp and outgoing 4 way IP-43 wih 63 Amp rated copper bus bar, earth wire and neutral link, 415 volts complete including MCB DP of capacity 6 - 32 A -08 No all ascomplete all as specified and directed. |
| 59 | M&L for sub main wiring with four runs of single core PVC insulated, unsheathed copper condutor, multi stranded cable of size 10.00 Sqmm 1100 volts grade drawn PVC concealed conduit of size 32 mm (ISI marked) including PVC accessories complete incl cutting and chasing and making good etc including two run of 10.00 Sqmm single core copper conductor multi-stranded PVC insulated, unsheathed cable as earth wire continuity conductor complete all as specified and directed .. Note : Four run of 10.00 Sqmm cable two run of 10.00 Sqmm cable as earth continuity conductor and one run of PVC Conduit shall be measured & paid as one unit.) |
| 60 | M & L river sand in trenches as cable cushioning 8 cm below the cables and 15cm above the cable which is to be punned down to 10m all as specified and directed.only punned thickness will be measured. complete all as specified and directedBreakdown of QtyE&M Works-3.64 cum |
| 61 | Supply and laying bricks common burnt sub class 'B,' old size, for protection of cable laid in trenches for under ground cable all as specified.Breakdown of QtyE&M Works-0.40per 1000 Nos |
| 62 | Supply and fix or passing through pipe/wall/floor/trenches XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured heavy duty electric power cable 1100 volts grade with stranded aluminium conductor of cross sectional area 16 sqmm 4 core complete.complete all as specified and directedBreakdown of QtyE&M=430.00 |
| 63 | Execution of complete DGPS survey through expert egency for identification of co-ordinates (X,Y,Z) of all inset / elevated lights to be installed and preparation of report duly approved from 661 AVN unit auth and will be submitted to GE.Note:- (a) After completion of the survey the complete report along with drawing shall be submitted by the contractor to GE. |
| 64 | Carefully dismantling and taking out existing Runway light fitting with Shallow base of inset type and elevated type as per DGPS survey (X,Y,Z coordinates) in presence of rep of user, including core cutting, disconnecting all electric wiring carefully and includes transportation from runway site upto CCR section store for safe handing over to the Air Force Auth, all as specified and directed for the following :-Note:- After dismantalling/removal of the AFLs the same shall be deposited to AF authroity in the presence of rep of GE. |
| 65 | (i) Removal of Inset Lights 8 inch |
| 66 | (ii) Removal of Elevated lights |
| 67 | Dismantling of MS/CI boxes (TH boxes) and outer concrete cover from existing position using suitable breaking including disconnection earth wire which includes transportation from the runway site upto CCR section store for safe handing over to the Air Force Auth.Note:- The rate should be deemed to be inclusive of necessary cutting/demolition of PCC plinth for taking out of MS boxes (TH boxes). |
| 68 | Dismantling of Existing Isolation Transformer from existing position including disconnection earth wire including transport from the runway site upto CCR section store for safe handing over to the Air Force Auth in presence of rep of GE, complete all as specified and directed. |
| 69 | Re-Installation of existing Runway light fitting with shallow base of following type, at same location at new raised surface of runway including transportation to the runway same site from CCR section store, DGPS survey marking (X, Y, Z coordinates) in presence of rep of user and submission of completion drawing for approval of user, including compaction and ramming the surface and making good the existing surface with adequate materials to match the existing surface, coring by core cutting eqpt on rigid/flexible pavement upto cutting circular hole of suitable dia and suitable depth or as required for fixing existing fitting lights in PQC rigid/flexible pavement of runway as per requirement for fixing of light fitting and precise alignment all as specified and directed for the following :- Please Enable Macros to View BoQ information |
| 70 | Re-Installation of existing Runway light fitting with shallow base of following type, at same location at new raised surface of runway including transportation to the runway same site from CCR section store, DGPS survey marking (X, Y, Z coordinates) in presence of rep of user and submission of completion drawing for approval of user, including compaction and ramming the surface and making good the existing surface with adequate materials to match the existing surface, coring by core cutting eqpt on rigid/flexible pavement upto cutting circular hole of suitable dia and suitable depth or as required for fixing existing fitting lights in PQC rigid/flexible pavement of runway as per requirement for fixing of light fitting and precise alignment all as specified and directed for the following :- Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysSep 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
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