Tender For Construction Of Culvert In Front Of Airport Exit Gate And Lemon Tree Hotel.
Tender Value
85.19 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
1 days left
EMD
1.70 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
South Andamans → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Culvert In Front Of Airport Exit Gate And Lemon Tree Hotel.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: |
| 2 | Water bound macadam road |
| 3 | Bituminous road |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 5 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 6 | 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. |
| 7 | Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at Site lead upto50 metre: |
| 8 | 150mm diameter C.I. pipe |
| 9 | 400mm diameter C.I. pipe |
| 10 | 450mm diameter C.I. pipe |
| 11 | 500mm diameter C.I. Pipe |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswellas10sqmonplan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 13 | All kinds of soil |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 15 | 1:3:6 (1Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 16 | 1:2:4 (1cement : 2 coarse sand (zone-Ill)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 18 | Foundations, footings, bases for columns |
| 19 | Retaining walls, return walls, walls (any thickness)including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 20 | 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 than110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the Cost of extra cement. |
| 21 | All works up to plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 23 | Foundations, footings, bases of columns, etc. form ass concrete |
| 24 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 25 | Suspended floors, roofs, landings, balconies and access platform |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1cement: 2coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 29 | 12mm cement plaster finished with a floating coat of neat cement of mix: |
| 30 | 1:4 (1 cement: 4 fine sand) |
| 31 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC,carriageof mixed material by tippersto work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. |
| 32 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 33 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directionsofEngineer-in-Charge. |
| 34 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: |
| 35 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mmgraded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. |
| 36 | Providing and applying tack coat using hot straight runbitumenof grade VG - 10,including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 37 | On bituminous surface @ 0.50Kg/sqm |
| 38 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2 mm size respectively per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). |
| 39 | With paving Asphalt grade VG-30 with no solvent |
| 40 | Providing and laying seal coat of premixed fine aggregate(passing 2.36mm and retainedon180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 41 | Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. (excluding cost of specials). |
| 42 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: |
| 43 | 150 mm dia Ductile Iron Class K-9 pipes |
| 44 | 400 mm dia DuctileIron Class K-9 pipes |
| 45 | 450 mm dia Ductile Iron Class K-9 pipes |
| 46 | 500 mm dia Ductile Iron Class K-9 pipes |
| 47 | Providing lead caulked jointsto spun iron or C.I. pipes and specials, including testing ofjointsbut excluding the cost of pig lead : |
| 48 | 150 mm diameter pipe |
| 49 | 400 mm diameter pipe |
| 50 | 450 mm diameter pipe |
| 51 | 500 mm diameter pipe |
| 52 | Supplying pig lead at site of work. |
| 53 | Labour fo rcutting C.I.pipe with steel saw. |
| 54 | 150 mm diameter C.I.pipe |
| 55 | 400 mm diameter C.I.pipe |
| 56 | 450 mm diameter C.I.pipe |
| 57 | 500 mm diameter C.I.pipe |
| 58 | Providing and fixing PVC weephole at1.00 mtr. Interval on both direction (Horizontal &Vertical) in zig zag Shape or as per the direction of Engineer-in Charge. |
| 59 | 75 mm dia. |
| 60 | Carriage of materials by mechanical transport including loading,unloading and stacking with in average lead of5 km. |
| 61 | Lime, moorum, building rubbish |
| 62 | Earth |
| 63 | Carriage of materials by mechanical transport including loading,unloading and stacking with in average lead of5 km.R.C.C pipe,A.C pipes, steel cylinder,R.C pipes,S.C.I. pipes, C.I pipes and unreinforced cement pipes. |
| 64 | 150mm dia |
| 65 | 400mm dia |
| 66 | 450 mm & 500 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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