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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.9 LAccepted-Finance | L1 | Accepted-Finance L1 bidder | |
| 2 | L2₹55.3 L+₹3.3 L (6.44%)Rejected-Finance | L2 | Rejected-Finance Not L1 bidder |
| Sl No | Description | Qty | Unit | P B ENTERPRISES L2 | MACLARGE INFRA ENGINEERING L1 |
|---|---|---|---|---|---|
| .10Civil Works | |||||
| 1.00 | 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 up to 50 m and lift upto 1.5 m. | 63 | cum | 100 ₹6,300 Lowest | 165 ₹10,395 |
| 2.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 34.25 | cum | 1,500 ₹51,375 | 1,391 ₹47,641.75 Lowest |
| 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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 21 | cum | 8,000 ₹1,68,000 | 7,995 ₹1,67,895 Lowest |
| 4.00 | 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) | 7.8 | cum | 7,500 ₹58,500 | 7,198 ₹56,144.4 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete | 10 | sqm | 350 ₹3,500 | 303 ₹3,030 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for:
Suspended floors, roofs, landings, balconies and access platform | 84.5 | sqm | 750 ₹63,375 | 704 ₹59,488 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 106.3 | sqm | 600 ₹63,780 | 561 ₹59,634.3 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts | 8.75 | sqm | 800 ₹7,000 | 771 ₹6,746.25 Lowest |
| 9.00 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | 168.2 | sqm | 250 ₹42,050 Lowest | 299 ₹50,291.8 |
Tender Value
₹50.4 L
EMD Value
₹1.5 L
Closing Date
16 Aug 2025, 6:00 pmClosed
DGM Engg Civil
LBSI Airport Varanasi
Balance work of construction of overhead water tank of 125 KLtr. Capacity and laying of water supply pipe from new ATC block to New Fire station and other areas as per requirement in residential premises at LBSI Airport, Varanasi
2025_AAI_242556_1
AAI/VNS/ENGG/OWT/NIT-145
Open Tender
Civil Works - Buildings
Item Rate
90 days
LBSI Airport Varanasi
Please refer Tender documents.
16 documents required · 16 mandatory
₹1,180
₹1.5 L
26 Aug 2025
25 Jul 2025
18 Aug 2025
26 Jul 2025
16 Aug 2025
26 Jul 2025
26 Jul 2025 - 12 Aug 2025
Amount
Civil Works
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 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
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: Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying in position batched design mix cement concrete by using fully automatic reverse drum weigh batching plant 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 1.10 times 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 above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum. Acrylic emulsion curing compound of approved brand to be sprayed on concrete surface for curing as per manufacturer data sheet of lower limit. Note: Ajax will not be allowed for concrete work at any cost. For curing suitable curing compound shall have to be used / sprayed. Only black aggregatec of Dala will be allowed to be used in concrete work.
Add for using extra cement in the items of design mix over and above the specified cement content therein.
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)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including jacketing and retrofitting of coloumn and beam cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN - 16 Pipe, 20 mm OD (SDR-7.4)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN - 16 Pipe, 25 mm OD (SDR-7.4)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN - 16 Pipe, 40 mm OD (SDR-7.4)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN - 10 Pipe, 50 mm OD (SDR-11)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN - 10 Pipe, 75 mm OD (SDR-11)
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work PN - 10 Pipe, 110 mm OD (SDR-11)
Providing and fixing PPR Unions PPR Union 20mm
Providing and fixing PPR Unions PPR Union 25mm
Providing and fixing PPR Unions PPR Union 40mm
Providing and fixing PPR Unions PPR Union 50mm
Providing and fixing PPR Unions PPR Union 75mm
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore
Supplying Installation Testing and Commissioning of circular Colorbond Zincalume tank (circular) with epoxy coating of 100-150 micron having desing life atleast 25 years, Tank wall sheets (thickness min 1.1 mm & more in multiples of 0.8 mm as per structural load according to the design) AZ-150 coating thickness of 150GSM, sheets having ultimate tensile strength of minimum 300MPa complete including Liner- Anti Microbial Metallocene PE Liners, UV stabilized, NSF-61 Certified, Food Grade Liner-890 GSM having thickness of atleast 0.8 mm (as per design) bottom protection of liner as Geotextile (0.5-0.6 mm compressed), SS 304 nozzles of size as per design, M-10 nut bolts of grade - 10.9, fastners, external cage ladder of MS HDG along with Nylon Rope ladder with aluminium steps internal ladder for maintenance purpose, SS-304 Turbine Vent at rooftop for ventilation, water level, measuring gauge, Zincalume / Galvalume on Dome roof of thickness 0.6mm and roof railing for safety purpose etc. complete including designing and thereafter getting design and drawing vetted by IIT/NIT, manufacturing, trasnportation, fabrication, tools i/c all lifts and leads till top of RCC slab, complete as per Technical specification mentioned in tender document, satisfaction and direction of EIC.
For conducting Non destructive test of existing over head tank structure (Rebound hammar & Pulse Velocity testor as per satisfaction of EIC) for load bearing of 125 KL capacity tank & strength of structure from AAI approved lab as per relevent IS code and all other items that are necessary to complete safety of structure in all respect as per satisfaction and direction of the Engineer-in-Charge. Each test consists of 1 number rebound hammer & 1 number Pulse Velocity. The rates are inclusive of scaffolding, testing equipments, lab technician submission of test reports, Transporation complete in all respect.
Providing consultancy services for tank staging of 125 KL capacity conforming to the determined safe bearing capacity of the structure, analysis and submission of detailed reports on non-destructive testing report, consultancy services for strengthening of overhead tank staging structure based on prescribed SBC of soil taking into consideration multiple dead ,live load, wind load, sesmic load and static loads of RCC structure as per relevant IS codes if required and all other works to be carried out to meet the safety of structures in all respects to the satisfaction and direction of Engineer-in-Charge.
Providing and fixing Chemical hold fasteners of HILTI (Anchor Rod HIT-V(5.8) M10x115) or equivalent on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt with injectable chemical mortar HY200-R V3 500/2 or equivalent etc complete as per satisfaction of Engineer-in-Charge. Anchor threaded Rod of dia 10mm & depth dia 75 mm.
Providing and fixing Chemical hold fasteners of HILTI (Anchor Rod HIT-V(5.8) M12x150) or equivalent on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt with injectable chemical mortar HY200-R V3 500/2 or equivalent etc complete as per satisfaction of Engineer-in-Charge. Anchor threaded Rod of dia 12mm & depth dia 90 mm.
Providing and fixing Chemical hold fasteners of HILTI (Anchor Rod HIT-V(5.8) M20x180) or equivalent on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt with injectable chemical mortar HY200-R V3 500/2 or equivalent etc complete as per satisfaction of Engineer-in-Charge. Anchor threaded Rod of dia 20mm & depth dia 90 mm.
Providing, fixing/inserting 25mm PP (Poly propylene) flenge end ball valve / stop cock / gate valve in PPR/CPVC/UPVC/GI pipeline i/c additional flenge of same material & Nut bolts. All complete as per direction of Engineer in Charge.
Providing, fixing/inserting 40mm / 50mm PP (Poly propylene) flenge end ball valve / stop cock / gate valve in PPR/CPVC/UPVC/GI pipeline i/c additional flenge of same material & Nut bolts. All complete as per direction of Engineer in Charge.
Providing, fixing/inserting 75mm / 80mm PP (Poly propylene) flenge end ball valve / stop cock / gate valve in PPR/CPVC/UPVC/GI pipeline i/c additional flenge of same material & Nut bolts. All complete as per direction of Engineer in Charge.
Providing, fixing/inserting 100mm / 110mm PP (Poly propylene) flenge end ball valve / stop cock / gate valve in PPR/CPVC/UPVC/GI pipeline i/c additional flenge of same material & Nut bolts. All complete as per direction of Engineer in Charge.
P B ENTERPRISES (BID ID -887173)
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