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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 CrAdmitted-Finance | ₹26.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹30.9 CrAdmitted-Finance | ₹30.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹31.0 CrAdmitted-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹31.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹31.2 CrAdmitted-Finance NO 4 GROUND FLOOR ALAYAM SPACE ANANDHA ROAD ALWARPET CHENNAI 600 018 | CHENNAI | TAMIL NADU | 600018 | ₹31.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹32.2 CrAdmitted-Finance | ₹32.2 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SABARI CONSTRUCTIONS TECHNOLOGIES PRIVATE LIMITED L6 | Teemage Builders Private Limited L5 | CH.VEERARAGHAVULU CONSTRUCTION PRIVATE LIMITED L2 | P AND C PROJECTS PRIVATE LIMITED L8 | SGB INFRA LTD L9 | NSC Projects Pvt. Ltd. L3 | PRIYA ENGINEERING PROJECTS PRIVATE LIMITED L12 | H S OBEROI BUILDTECH PVT LTD L10 | RANK PROJECTS AND DEVELOPMENT PRIVATE LIMITED L7 | SSS HITECH CONSTRUCTIONS PRIVATE LIMITED L1 | Quick Builders L11 | KCP Infra Limited L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds,Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).
Concrete grade M-35 (Cement content 370 kgs) | 9,534 | Cum | 13,861 ₹13.2 Cr | 16,760 ₹16.0 Cr | 13,100 ₹12.5 Cr | 12,700 ₹12.1 Cr | 17,000 ₹16.2 Cr | 14,000 ₹13.3 Cr | 23,000 ₹21.9 Cr | 18,093 ₹17.2 Cr | 12,750 ₹12.2 Cr | 10,800 ₹10.3 Cr | 15,000 ₹14.3 Cr | 14,810 ₹14.1 Cr |
| 2.00 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds,Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).
Extra for using M-40 (Cement content 400 kg) instead of M-35 | 9,534 | Cum | 248 ₹23.6 L | 198 ₹18.9 L | 220 ₹21.0 L | 292 ₹27.8 L | 300 ₹28.6 L | 500 ₹47.7 L | 230 ₹21.9 L | 209 ₹19.9 L | 500 ₹47.7 L | 200 ₹19.1 L | 330 ₹31.5 L | 200 ₹19.1 L |
| 3.00 | 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. | 4,11,557 | kg | 99 ₹4.1 Cr | 77 ₹3.2 Cr | 95 ₹3.9 Cr | 97 ₹4.0 Cr | 96 ₹4.0 Cr | 85 ₹3.5 Cr | 99 ₹4.1 Cr | 85 ₹3.5 Cr | 90 ₹3.7 Cr | 75 ₹3.1 Cr | 90 ₹3.7 Cr | 80 ₹3.3 Cr |
| 4.00 | 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. | 3,30,931 | kg | 98 ₹3.2 Cr | 77 ₹2.5 Cr | 95 ₹3.1 Cr | 97 ₹3.2 Cr | 96 ₹3.2 Cr | 85 ₹2.8 Cr | 99 ₹3.3 Cr | 85 ₹2.8 Cr | 90 ₹3.0 Cr | 75 ₹2.5 Cr | 90 ₹3.0 Cr | 80 ₹2.6 Cr |
| 5.00 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. Solid concrete wall elements | 9,534 | Cum | 2,500 ₹2.4 Cr | 1,965 ₹1.9 Cr | 1,040 ₹99.2 L | 4,660 ₹4.4 Cr | 1,780 ₹1.7 Cr | 2,000 ₹1.9 Cr | 2,800 ₹2.7 Cr | 2,100 ₹2.0 Cr | 1,945 ₹1.9 Cr | 2,075 ₹2.0 Cr | 3,500 ₹3.3 Cr | 2,100 ₹2.0 Cr |
| 6.00 | Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing / pump), curing etc. Complete as per directions of Engineer-incharge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members. | 14,628 | kg | 75 ₹11.0 L | 66 ₹9.7 L | 90 ₹13.2 L | 42 ₹6.1 L | 80 ₹11.7 L | 300 ₹43.9 L | 75 ₹11.0 L | 75 ₹11.0 L | 65 ₹9.5 L | 41 ₹6.0 L | 45 ₹6.6 L | 60 ₹8.8 L |
| 7.00 | Transportation of Precast Elements by flat bed Trailor (Double /Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes.
Distance Considered 50 km lead . For Lead within 15 KM | 24,297 | MT | 650 ₹1.6 Cr | 400 ₹97.2 L | 1,040 ₹2.5 Cr | 117 ₹28.4 L | 300 ₹72.9 L | 400 ₹97.2 L | 600 ₹1.5 Cr | 380 ₹92.3 L | 500 ₹1.2 Cr | 300 ₹72.9 L | 650 ₹1.6 Cr | 350 ₹85.0 L |
| 8.00 | Add/Deduct over item 26.76.1 for every additional
lead of 5 km | 1,70,076 | MT | 75 ₹1.3 Cr | 89 ₹1.5 Cr | 1 ₹1.7 L | 39 ₹66.3 L | 100 ₹1.7 Cr | 1 ₹1.7 L | 100 ₹1.7 Cr | 58 ₹98.6 L | 80 ₹1.4 Cr | 100 ₹1.7 Cr | 70 ₹1.2 Cr | 79 ₹1.3 Cr |
| 9.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 50,518 | Cum | 200 ₹1.0 Cr | 150 ₹75.8 L | 120 ₹60.6 L | 449 ₹2.3 Cr | 120 ₹60.6 L | 135 ₹68.2 L | 270 ₹1.4 Cr | 220 ₹1.1 Cr | 270 ₹1.4 Cr | 190 ₹96.0 L | 200 ₹1.0 Cr | 220 ₹1.1 Cr |
| 10.00 | 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. | 29,263 | cum | 215 ₹62.9 L | 80 ₹23.4 L | 60 ₹17.6 L | 117 ₹34.2 L | 100 ₹29.3 L | 95 ₹27.8 L | 250 ₹73.2 L | 150 ₹43.9 L | 300 ₹87.8 L | 80 ₹23.4 L | 200 ₹58.5 L | 193 ₹56.5 L |
Tender Value
₹39.3 Cr
EMD Value
₹64.3 L
Closing Date
26 Aug 2022, 6:00 pmClosed
AGM Engg.-Civil
AGM Engg.-Civil O/o ED Engg.-SR,CHQ, Rajiv Gandhi Bhawan, AAI, Safdurjung Airport, New Delhi -110003
As per NIT
2022_AAI_124236_1
AAI/CHQ/ED Engg.-SR/Coimbatore/Boundary Wall/2022
Open Tender
Civil Works - Others
540 days
Coimbatore
As per NIT
6 documents required · 6 mandatory
₹5,900
GM AAI
₹64.3 L
Yes
9 Sept 2022
5 Aug 2022
31 Aug 2022
5 Aug 2022
26 Aug 2022
13 Aug 2022
5 Aug 2022 - 10 Aug 2022
Amount
Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds,Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Concrete grade M-35 (Cement content 370 kgs)
Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds,Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). Extra for using M-40 (Cement content 400 kg) instead of M-35
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.
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.
Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. Solid concrete wall elements
Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing / pump), curing etc. Complete as per directions of Engineer-incharge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members.
Transportation of Precast Elements by flat bed Trailor (Double /Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. Distance Considered 50 km lead . For Lead within 15 KM
Add/Deduct over item 26.76.1 for every additional lead of 5 km
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.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 up to 50 m and lift upto 1.5 m.
Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)
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) : 8 graded stone aggregate 40 mm nominal size)
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 (For Angles and Gate)
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘U’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with .I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per section of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
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
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel. 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)
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns.
Conducting and submission of soil investigation report for proposed boundary wall site including Structural design & drawings for the construction of Pre-cast RCC boundary wall at Coimbatore Airport duly vetted by Civil Engineering Department of any IIT/NIT/Govt. Engineering college .The rate includes soil investigation charges, detailed structural design calculation, structural drawings showing reinforcement details, structural members and foundation design, and vetting charges and all other incidental charges etc. complete in all respect. Submission of 3 set of "Good for Construction drawing" to the Engineer In-charge etc. in complete as per satisfaction of EIC.
CH.VEERARAGHAVULU CONSTRUCTION PRIVATE LIMITED
NSC Projects Pvt. Ltd.
KCP Infra Limited
Teemage Builders Private Limited
SABARI CONSTRUCTIONS TECHNOLOGIES PRIVATE LIMITED
RANK PROJECTS AND DEVELOPMENT PRIVATE LIMITED
P AND C PROJECTS PRIVATE LIMITED
SGB INFRA LTD
H S OBEROI BUILDTECH PVT LTD
Quick Builders
PRIYA ENGINEERING PROJECTS PRIVATE LIMITED
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