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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.9 LAccepted-AOC NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | L1 | Accepted-AOC WORK ORDER | |
| 2 | L2₹70.9 L+₹8.0 L (12.8%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹77.2 L+₹14.3 L (22.7%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹79.7 L+₹16.8 L (26.8%)Rejected-Finance C O DAROGA SINGH INDRA NIWAS ST PETERS SCHOOL LANE VILLAGE TOWN BIRSA CHOWK PRAKASH NAGAR CITY RANCHI | L4 | Rejected-Finance L4 | |
| 5 | L-5₹1.1 Cr+₹43.0 L (68.4%)Rejected-Finance 05A MARUTI VILLA PHASE 2 PATIA STATION ROAD PATIA VILLAGE TOWN BHUBANESWAR CITY BHUBANESWAR KHORDHA ODISHA 751024 INDIA | KHORDHA | ODISHA | 751024 | L-5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SUMEET MOHANTY L3 | M/S DAROGA SINGH CONSTRUCTION COMPANY L4 | Greenwey Creation Pvt Ltd L5 | AMRIT RANJAN NAYAK L2 | PRASANTA KUMAR BEURIA L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil | 1,260 | sqm | 98 ₹1,23,480 | 100 ₹1,26,000 | 120 ₹1,51,200 | 90 ₹1,13,400 | 85 ₹1,07,100 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means 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 for all lift, as directed by Engineer-incharge.
All kinds of soil | 295 | cum | 135 ₹39,825 | 150 ₹44,250 | 167 ₹49,265 | 105 ₹30,975 | 80 ₹23,600 Lowest |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 200 | cum | 148 ₹29,600 | 90 ₹18,000 | 186 ₹37,200 | 100 ₹20,000 | 75 ₹15,000 Lowest |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 275 | cum | 1,500 ₹4,12,500 | 1,800 ₹4,95,000 | 2,020 ₹5,55,500 | 1,100 ₹3,02,500 | 950 ₹2,61,250 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 25 | cum | 4,000 ₹1,00,000 | 5,000 ₹1,25,000 | 6,812 ₹1,70,300 | 3,700 ₹92,500 | 3,200 ₹80,000 Lowest |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 20 | cum | 5,200 ₹1,04,000 | 6,000 ₹1,20,000 | 9,895 ₹1,97,900 | 5,900 ₹1,18,000 | 5,120 ₹1,02,400 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 100 | Sqm | 400 ₹40,000 | 325 ₹32,500 | 842 ₹84,200 | 450 ₹45,000 | 210 ₹21,000 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 140 | Sqm | 250 ₹35,000 | 350 ₹49,000 | 392 ₹54,880 | 200 ₹28,000 | 137 ₹19,180 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts | 140 | Sqm | 500 ₹70,000 | 300 ₹42,000 | 961 ₹1,34,540 | 500 ₹70,000 | 217 ₹30,380 Lowest |
| 10.00 | 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. | 6,000 | Kg | 70 ₹4,20,000 Lowest | 71 ₹4,26,000 | 107 ₹6,42,000 | 72 ₹4,32,000 | 72 ₹4,32,000 |
Tender Value
₹1.1 Cr
EMD Value
₹3.3 L
Closing Date
20 Feb 2025, 3:00 pmClosed
AGM (E-C)
O/o Airport Director, B.P.I. Airport, Bhubaneswar
1. Renovation of Childrens park including provision of children playing equipment. 2. Provision of temporary shed for parking of scooters for AAI officials in administrative offices
2025_AAI_224788_1
AAI/BS/ENGG(C)/NIT-11/2024-25
Open Tender
Civil Works
Works
240 days
B.P.I. Airport, Bhubaneswar
Please refer Tender documents.
15 documents required · 15 mandatory
₹1,180
₹3.3 L
16 Jan 2026
31 Jan 2025
21 Feb 2025
31 Jan 2025
20 Feb 2025
31 Jan 2025
31 Jan 2025 - 7 Feb 2025
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means 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 for all lift, as directed by Engineer-incharge. All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
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.
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 M25 grade with minimum cement content of 330 kg /cum
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on bothside of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be suppliedin single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixedusing self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete uptoany pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth)
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).
Providing Engineering consultancy services from reputed and registered professional consultant for structural design and drawing for the parking sheds: i) At IOC building - three locations (cantilever or similar type of truss as per direction of EIC) each of Size 30m X 5m approx. ii) At MT & Fire station- (Pratt type truss or similar type of truss as per direction of EIC) of Size 20m X12m approx. All the proposed structure including roofing sheet should be economically designed to withstand maximum wind speed for coastal region climate (cyclone/storm) as per IS-875 (Part-3) 2015. All the structural design & drawings shall be vetted / approved from any IIT/NIT/Govt. Engg. College. The contractor shall submit 03(three) sets of vetted design and drawings, 03(three) sets of good for construction drawings showing all relevant details and 03(three) sets of Architectural drawings duly signed by the consultant.
Providing and laying brick flat soiling with non-modular fly ash bricks of class designation 7.5 average compressive strength including filling joints with fine sand. Etc complete as per direction Engineer-in-charge.
Providing, designing and fixing of "Spring Rider" preferably of shape of Duck/Donald/Mickey/Fish occupying area of 1' x 2', Height of 1' x 6" for the children of age group 2-5 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Standard Sea Saw" (4 nos. FRP seat) occupying area of 6' x 8', Safe area 8' x 10' Height of 24" with main pipe 6' length of 50mm ID, G.I pipe, Seating pipe 8' length of 50mm ID G.I pipe for the children of age group 2-10 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Animal Sea Saw" (4 nos. FRP seat) occupying area of 2' x 10', Safe area 4' x 14' Height of 24" with main pipe 10 length of 65mm ID G.I pipe for the children of age group 2-10 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Arch Swing" (2 nos. rubber seat) occupying area of 4' x 10', Safe area 10' x 14' Height of 7" with main pipe length 65mm ID B-class G.I pipe and top pipe 50mm ID B-class G.I pipe, CHain 8mm SS Chain rubber coated for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Circular Swing" (2 nos. FRP seat) occupying area of 4' x 10', Safe area 10' x 14' Height of 7" with pipe ring dia 4' (height 6', main pipe 40mm, top bar 50mm, ring 25mm ID B-class G.I pipe, support pipe 1/2" & 3/4" ID B-class G.I pipe) for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Horse Merry-Go-Round" (3 nos. roto mold horse seat) occupying area of 5' dia, Safe area 10' x 10' Height of 2' with main pipe 40 mm ID B-class G.I pipe and handle 20 mm ID B-class G.I pipe for the children of age group 3-12 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Super Dome" occupying area of 10" dia, Safe area 15' dia Height of 4' with main pipe 15 mm ID B-class G.I pipe for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Net Rock Climber" occupying area of 5' x 7', Safe area 7' x 11' dia Height of 6' with main pipe 40mm ID B-class G.I pipe (with Nylon rope) for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Loop Climber" occupying area of 2' x 10', Safe area 5' x 15' dia Height of 8' with main pipe 50mm ID B-class G.I pipe, Ladder 25 & 20mm ID B-class G.I pipe (ring 15mm ID B-class G.I pipe) for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Multi Climber with Swing" occupying area of 12' x 12', Safe area 20' x 20' Height of 7' with main pipe 65mm, 50mm & 25mm ID B-class G.I pipe (with plastic rock holder and Nylon rope) for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "FRP Spiral Slide" (FRP slide) occupying area of 10' x 16', Safe area 15' x 20' Height of 7' with DECK pipe 50mm ID B-class G.I pipe, grill size 20mm ID B-class G.I pipe, ladder 25mm ID B-class GI pipe and steps 16 gauge MS sheet, handle 20mm ID B-class GI pipe for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Roto Curve Slide" (Roto mould slide) occupying area of 4' x 16', Safe area 7' x 20' Height of 7' with DECK pipe 65mm ID B-class G.I pipe, grill size 20mm ID B-class G.I pipe, ladder 25mm ID B-class GI pipe and steps 16 gauge MS sheet, handle 20mm ID B-class GI pipe for the children of age group 3-12 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "Standing Rocker" occupying area of 7' x 2', Safe area 10' x 10' Height of 4' with pipe 50mm ID B-class G.I pipe, handle 40mm & 20mm ID B-class GI pipe for the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "FRMPS-04 Roto Fun Station" occupying area 5mtr (L) x 4mtr (W) x 4mtr (H) consists of:- (1) 2 nos of Square deck 4'x4'x3' (2) 1 no. of Roof (3) 1 no. of Roto wave slide (4) 1 no. of Roto tunnel slide (5) 1 no. of Rock climber (6) 1 no. of Step Ladder For the children of age group 3-14 years including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "VIP Park Chair" length of 4' with seating height 18", total height 36" (FRP strip Seat), Cast iron handle frame including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "FRP Dustbin (Rabbit-01, Monkey-01)" occupying size of 4' height & 65" dia FRP material with capacity of 80 litre including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "FRP Dustbin (Pooh Bear)" occupying size of 4' height & 100mm dia FRP material with capacity of 120 litre including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
Providing, designing and fixing of "FRP Dustbin (Mickey Mouse)" occupying size of 2' height & 60mm dia FRP material with capacity of 50 litre including installation (excavation, M25 concrete, anchoring), transportation cost all complete as per direction and approval of Engineer-in-charge regarding material, shape of equipment, colour on metal, seat and base cover plate cover and fixing of equipments etc.
AMRIT RANJAN NAYAK (BID ID -819769)
SUMEET MOHANTY (BID ID -819501)
M/S DAROGA SINGH CONSTRUCTION COMPANY (BID ID -819721)
Greenwey Creation Pvt Ltd (BID ID -819873)
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