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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.2 LAccepted-Finance 9 4947 EAST OLD SEELAMPUR GANDHI NAGAR DELHI 110031 | SHAHDARA | DELHI | 110031 | ₹66.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹67.1 LRejected-Finance VILLAGE JAMUNI BARWA NO 1 POST MUNDERA KAPTAINGANJ DISTT KUSHI NAGAR UP 274301 | KAPTAINGANJ | KUSHI NAGAR | UTTAR PRADESH | 274301 | ₹67.1 L | L2 | Rejected-Finance Not L1 |
| 3 | L3₹74.1 LRejected-Finance PLOT NO LB 137 PHASE 2 BHIMATANGI PS AIRFIELD BHUBANESWAR DIST KHURDA ODISHA 751002 | BHUBANESWAR | KHURDA | ODISHA | 751002 | ₹74.1 L | L3 | Rejected-Finance Not L1 |
| 4 | L4₹77.3 LRejected-Finance | ₹77.3 L | L4 | Rejected-Finance Not L1 |
| 5 | L5₹80.9 LRejected-Finance | ₹80.9 L | L5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | SHIVAM ELECTRICALS AND CONSTRUCTION WORKS L5 | M/S SHRI PARASNATH CONST.CO L1 | SUPURAN CONSTRUCTION PVT. LTD. L6 | M/s Akankasha Associates L4 | Nabalok Das L3 | PRADEEP CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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-in-charge. All kinds of soil | 183.84 | cum | 150 ₹27,576.60 | 90 ₹16,545.96 | 140 ₹25,738.16 | 150 ₹27,576.60 | 100 ₹18,384.40 | 90 ₹16,545.96 |
| 2.00 | Centering and shutering including strutting , propping etc.and removal of form for: A)Foundation,footings,bases of columns,etc. for mass concrete. | 157.16 | sqm | 280 ₹44,004.80 | 150 ₹23,574 | 310 ₹48,719.60 | 200 ₹31,432 | 330 ₹51,862.80 | 80 ₹12,572.80 |
| 3.00 | 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) | 60.28 | cum | 5,200 ₹3.1 L | 3,400 ₹2.0 L | 5,500 ₹3.3 L | 4,500 ₹2.7 L | 5,100 ₹3.1 L | 4,800 ₹2.9 L |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 80.2 | CUM | 7,500 ₹6.0 L | 5,500 ₹4.4 L | 6,600 ₹5.3 L | 5,200 ₹4.2 L | 7,000 ₹5.6 L | 7,100 ₹5.7 L |
| 5.00 | 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. | 12,692.07 | kg | 75 ₹9.5 L | 68 ₹8.6 L | 85 ₹10.8 L | 105 ₹13.3 L | 70 ₹8.9 L | 65 ₹8.2 L |
| 6.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 12.49 | cum | 5,600 ₹69,938.40 | 5,700 ₹71,187.30 | 5,600 ₹69,938.40 | 4,500 ₹56,200.50 | 6,250 ₹78,056.25 | 5,400 ₹67,440.60 |
| 7.00 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 54.3 | sqm | 280 ₹15,204 | 200 ₹10,860 | 290 ₹15,747 | 220 ₹11,946 | 345 ₹18,733.50 | 200 ₹10,860 |
| 8.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | 10.8 | sqm | 310 ₹3,348 | 220 ₹2,376 | 280 ₹3,024 | 250 ₹2,700 | 380 ₹4,104 | 100 ₹1,080 |
| 9.00 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | 171.6 | sqm | 170 ₹29,172 | 170 ₹29,172 | 150 ₹25,740 | 80 ₹13,728 | 130 ₹22,308 | 210 ₹36,036 |
| 10.00 | Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm) | 5,743.76 | sqm | 110 ₹6.3 L | 45 ₹2.6 L | 85 ₹4.9 L | 95 ₹5.5 L | 65 ₹3.7 L | 100 ₹5.7 L |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
10 Dec 2025, 6:00 pmClosed
SM (E-C), Gorakhpur Airport
Gorakhpur Airport
Miscellaneous civil work at Kushinagar International Airport, Kushinagar
2025_AAI_255855_1
AAI/KUSHI/E-C/25-26/eNIT/7
Open Tender
Civil Works
240 days
Kushinagar Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹3.1 L
14 Jan 2026
19 Nov 2025
11 Dec 2025
19 Nov 2025
10 Dec 2025
19 Nov 2025
19 Nov 2025 - 22 Nov 2025
Amount
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-in-charge. All kinds of soil
Centering and shutering including strutting , propping etc.and removal of form for: A)Foundation,footings,bases of columns,etc. for mass concrete.
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 in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm)
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..
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work
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 both side 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 supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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 up to 50 and for all lift.
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.a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing and fixing bolts including nuts and washers complete.
Extra for providing mechanical device chain and crank operation for operating rolling shutters. A) Exceeding 10.00 sqm and upto 16.80 sqm in the area
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
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)
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. A) 40 mm wide and 4 mm thick
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.
Removing old DGU glass for fixing new DGU glass by opening necessary fixture and structures all as per satisfation of EIC
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
Urinal Partition Large C0507 of Parryware of equivalent-White including mounting with necessary arrangement all as per satisfaction of EIC
Providing and fixing PTMT pillar cock of approved quality and colour. A) 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
Providing and placing at site Custom made Frisking cabin for female of ht 2000 mm with carcase made in 18MM ply wood both sides fixed with desired laminated on both sides, partition to be on all four sides with two opening of size 750X1800mm having commercial board shelf skinned with 1 mm laminate to be fixed , all upper edges of partition to be covered with matching laminate of overall size 1200X1200X2000 mm complete as directed by Engineer-in-charge.
Providing and fixing in position security check pedestal Manual Frisking of pessanger as per drawing with carcase made in 18 mm thick MR grade ply of make Merino/Century/Green at top/sides/framework with sides in approved colour of series up to with top finished in granite stone having duly moulded edges of apprx overall size 750 x 750 x 150 mm ,all complete as per drawing and Entire satisfaction of EIC
Providing and fixing in position Table for intercom telephone booth 18 mm thick MR board of make Merino/Green/Century with of approx overall size 900mm X 450mm X 450MM with 0.8 mm lamination at all inside surface, all complete as per drawing and Entire satisfaction of EIC
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with : a) Second class teak wood
Wooden Louver Panels for panelling including fixing with iron screws complete with arrangement of 1feetX1 feet MS frame ( MS will be paid seperately) all as per satisfaction of EIC
AAI logo with written name of airport in english and hindi of SS Bulging out approx size of 9 sqm all as per satisfaction of EIC
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
PRADEEP CONSTRUCTION COMPANY (BID ID -939880)
Nabalok Das (BID ID -938903)
M/s Akankasha Associates (BID ID -939670)
SHIVAM ELECTRICALS AND CONSTRUCTION WORKS (BID ID -937714)
SUPURAN CONSTRUCTION PVT. LTD. (BID ID -937579)
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