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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC E 8 136 BHARAT NAGAR KOLAR ROAD BHOPAL 462023 M P | BHOPAL | BHOPAL | MADHYA PRADESH | 462023 | L1 | Accepted-AOC Accept | |
| 2 | L2₹35.7 L+₹4.4 L (14.0%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹39.7 L+₹8.4 L (26.9%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | Not Admitted-Fee | - | Not Admitted-Fee EMD/Instrument is not valid | |
| 5 | Not Admitted-Fee H 15 B CHITRANJAN MARG C SCHEME JAIPUR 302001 | JAIPUR | JAIPUR | RAJASTHAN | 302001 | - | Not Admitted-Fee Fee not received |
Tender Value
₹42.2 L
EMD Value
₹84,349
Closing Date
3 Jun 2019, 5:00 pmClosed
Asstt.Gen.Mgr.(E-C)
Airports Authority of India Raja Bhoj Airport Bhopal
Provision of chain link fencing in residential and non operational area along periphery of property land at Raja Bhoj Airport Bhopal
2019_AAI_26142_1
AAI/BPL/ENGG(C)/W-13/2019-20
Open Tender
Civil Works
Item Rate
180 days
Raja Bhoj Airport
Please refer Tender documents.
16 documents required · 16 mandatory
₹1,180
Airports Authority of India
₹84,349
3 Sept 2020
15 May 2019
7 Jun 2019
16 May 2019
3 Jun 2019
16 May 2019
16 May 2019 - 24 May 2019
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 lift upto 1.5 m, as directed by Engineer-in-charge..All kinds of soil.
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) : 4 graded stoneaggregate 20 mm nominal size).
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 stoneaggregate 40 mm nominal size)
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): 3 graded stoneaggregate 20 mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights :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. Kg 56.60
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-500 D or more.
Structural steel work riveted, bolted or welded in built up sections in Y shape or required shape ,trusses and framed work, including cutting, hoisting, fixing with existing M.S. angle by welding or 04 nos fastner of dia 12mm and length 200 mm with RCC column wherever requiredin 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 gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Supplying and fixng at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. in cast in situ concrete block,welding with existing MS angle and fixing with existing each RCC column with 04 number 12mm dia long 200mm complete wherever required.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately)
Brick work with F.P.S. bricks of class designation 35 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 65x65mm having weight 3.30 kg/sqm and zink coating 90 GSM including strengthening with MS flat of length 1.8 metre at each post and six horizontal member of length 3.0 metre each between two angle post of width 50 mm and thickness 6 mm and including drilling and weldding,and 12 mm dia nuts, bolts and washers all complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm (Cost of MS flat of size 50mm with and thickness 6mm and 12mm dia nut bolt are included in the item)
G AND S ENTERPRISES
prime constructions
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