Tender For Reconstruction Of Link Taxiway Between Bay No. 05 And Taxiway E And Development Of Area Between Bay No. 05 And 04 At Dibrugarh Airport (Civil & Electrical Works)
Tender Value
5.34 Crore
Estimated cost
Bid Submission
26 Oct 2026
30 days left
EMD
16.02 Lakhs
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dibrugarh → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Reconstruction Of Link Taxiway Between Bay No. 05 And Taxiway E And Development Of Area Between Bay No. 05 And 04 At Dibrugarh Airport (Civil & Electrical Works)
BOQ
| Sl. No. | Item Description |
| 1 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Manual Means. Bituminous courses |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. By Manual Means. Granular courses |
| 4 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 6 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 7 | Preparation of granular sub-base by providing close graded material, conforming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by mechanical transport to work site, for all leads and lifts, spreading in uniform layers of specified thickness with mechanical means including neatly leveling & dressing on prepared surface and compacting with vibratory power roller to achieve the desired density, complete and as per direction of Engineer-in-charge. |
| 8 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 9 | Centering and shuttering including strutting, propping etc. and removalof form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Centering and shuttering including strutting, propping etc. and removalof form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Centering and shuttering including strutting, propping etc. and removalof form for : Suspended floors, roofs, landings, balconies and access platform |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M35 grade with minimum cement content of 370 kg /cu |
| 14 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 15 | Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. all complete as per satisfaction and Direction of Engineer-in-charge. |
| 16 | Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 6 per cent slaked lime having minimum content of 90 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade by Manual Means |
| 17 | Providing weep holes or drainage sprouts in RCC Drain wall/Slab with 100 mm dia PVC Pipe, extending through the full width of the structure with slope of 1V: 20 H complete as per direction and satisfaction of Engineer-in-charge. |
| 18 | Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland cement of 43/53 grade or Portland Pozzolana Cement or Portland Slag cement conforming as per relevant IS codes, to be mixed at site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using Slip Form Paver or Fixed form paver including anti friction layer, joint filler board, making necessary provision for expansion, dummy and construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and specifications.The item for execution shall include all operations making pavement for intended use but not limited to following:(i) Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer.(ii) Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant).(iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification.(iv) Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995 in expansion/ construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. as per the details below:(a) Expansion Joints of size 25 mm wide and 10 mm deep over 30mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch. (b) Construction Joints of size 10 mm wide and 10 mm deep over 12mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch. (c) Dummy Joints of size 10 mm wide and 10 mm deep over 12 mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch. (d) Making profile as per DGCA CAR, panel drawing showing dummy, construction,expansion joints location. |
| 19 | Testing for Modulus of Subgrade reaction (K-Value) as per IS Code 9214-1979 and submission of reports all complete as per direction and satisfaction of Engineer-in-charge. |
| 20 | Supply of LED Taxiway Edge Elevated type light fixtures up to 12 Watts & meeting ICAO requirements LED lamp of series circuit 2.8 - 6.6 amps current, complete with base plate, breakable coupling, mounting assembly, gasket, BLUE lens, one 2 pole-plug with leads etc., |
| 21 | Supply of 1C X 6 sqmm 5 KV grade Airfield Lighting Cable copper conductor XLPE insulated, PVC sheathed, unshielded, anti-termite and rodent treated, UG airfield lighting cable generally confirming to IS:7098 (Part-II) with up to date amendments and particular specifications of the following sizes as required: |
| 22 | Supply of 50 mm dia HDPE pipe, lSI marked along with all accessories like socket, couplers etc. conforming to IS 4984-1995, PN4 grade, PE63 etc |
| 23 | Supply and Laying/fixing 50 mm dia G.I. pipe (medium class) with G.I. fittings by cutting bituminous surface / Cement Concrete pavement upto a depth of 300 mm, connecting to GI / HDPE pipe / transformer housing box and making good the surface with bitumine / Cement Concrete as per direction of Engineer in-Charge. |
| 24 | Laying of DWC/HDPE pipe up to 63 mm size complete with fitting and cutting, jointing etc. direct in ground (80 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 25 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 5 KV/1.1KV grade of upto 35 sq.mm in the existing RCC/HUME/STONE WARE/METAL/DWC/HDPE pipe as required. |
| 26 | Supply of 6 sqmm, 5 KV grade dry type Plug and Receptacle of type I, class 'B' primary connector kit with field attachment and suitable for 5 KV grade single core copper conductor, copper braided, XLPE insulated PE outer sheathed shielded cable, complete as required confirming to the technical specification. |
| 27 | Supply of 15W, 6.6/6.6A rating 5000V, 50 Hz Series Isolating Transformers encapsulated in polyester resin, finally moulded in neoprene type rubber and with primary and secondary connections suitable to be operated via ALCMS System confirming to specification as required suitable for above mentioned fittings for following applications and compatible to use on ALCMS |
| 28 | Making field connections by crimping of 6/16 sq.mm plug & receptacle with suitable existing size single core PVC cu. Conductor cable of 5 KV grade Airfield cable including filling the gap with water sealant material applying PVC insulation tape etc. complete as required |
| 29 | Supply of C.I. Isolating Transformer housing box,water tight round type,metal container of outside size 330mm height 450mm made of 10mm thick cast iron moulding suitable to receive a light fitting base plate on the top and underground housing associated with transformer power cable and having a clear hole centre at one side surface centre 75mm above bottom surface suitable to receive one of 50mm dia \\"B\\" class GI pipe(Double Hole type) and including check nuts as required and another hole at 175mm from the bottom of the CI Box to receive one no. 15mm dia \\"B\\" class GI pipe and check nut as required.The box should have two SS earth bolts of M10 x 30mm tapped inside near the hole (4\\" away from the hole centre) and having a drain hole at the bottom suitably tapped to receive 15mm dia \\"B\\" class GI pipe and having clear opening of 220 mm at the top surface and 6 nos. M10 tapped hole at the hole centre 260 mm to receive fitting base plate and bolts as required as per the drawings. |
| 30 | Installation of round type transformer housing box with base concrete of 1:3:6 of size 630 x 630 x 100 mm thick all-around concrete of 1:2:4, 150 mm thick top slopped with 1:2:4 cement concrete including providing and fixing 10\\" long 1/2\\" dia B class GI pipe with check nuts for drainage of water including excavation and refilling, aligning the boxes in straight line etc complete as required. |
| 31 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 32 | Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ sub main wiring/ cable as required. |
| 33 | Installation, testing and commisiong of Elevated type Runway edge lights/Taxiway edage lights on transformer housing box, installation of transformer, lens, lamps gasket, nut bolts, lens holding clamp and other accessories i/c alignment, connection, earth connection etc. as complete as required. |
| 34 | Supply of 2C X 4.0 sqmm secondary lead made out of multi stranded copper conductor, EPR insulated and PCP sheathed 1.1kV grade underground cable complete as required. |
| 35 | Moulding of secondary cable of size 2C X 4 sqmm of 1.1 kV grade at site with required 2 pin plug& Receiptacle connectors complete as required |
| 36 | Supply of C.I shallow box, water tight round type, metal container of outside size 330mm dia, 150 mm height made of 10mm thick cast iron moulding all round, except the top surface, which is 15mm thick , suitable to receive a light fitting base plate on the top and underground box having a clear hole centre at side surface, 20 mm above bottom surface suitable to receive one 32 mm dia \\"B\\" class GI Pipe and check nuts as required. The box should have two SS earth bolts of M10 x 40mm tapped inside near the hole (4\\" away from the hole centre) and having a drain hole at the bottom suitably tapped and having clear opening of 220mm at the top surface and 6 Nos. M10 tapped hole having centre to centre distance of 260mm to receive fitting base plate and bolts, complete as required. |
| 37 | Installation of shallow box of edge lights on hard surface(concrete)/flexible surface (Bitumenous).Installation of Shallow box of 330mm dia, 150 mm height, marking the location of edge light fittings on taxiway,core cutting by using suitable core cutting machine, up to a depth of 200mm, cleaning, keeping the provision for secondary cable entry, precision alignment of box, cleaning, fixing with epoxy sealant , finishing and copping with cement mixture, numbering with paint, cleaning the area etc complete as required. |
| 38 | Groove cutting, laying of secondary lead with providing & fixing of earth wire from shallow box to transformer housing box (concrete surface):Cutting of groove having depth up to 30mm and width up to 20 mm on concrete surface by using suitable cutter machine, cleaning laying of 2C X 4.0 sqmm secondary lead with providing& fixing of single core 4sqmm copper earth wire from shallow box to existing transformer housing box, filling the gap with epoxy sealer, providing masking tape on both side of the groove to avoid spillage, finishing, cleaning the area etc., complete as required. |
| 39 | Supply and fixing of 10mm thick MS dummy plate of 330 mm dia having 6No X M-10 holes along the circumferential of 260mm dia suitable to install on existing transformer housing box including providing and fixing of rubber gasket and SS bolts, nuts, washers etc., as required Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 30 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 32 daysTender Documents
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