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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.2 LAccepted-Finance BAZARPATTY WARD NO 09 NORTH LAKHIMPUR DIST LAKHIMPUR ASSAM | LAKHIMPUR | ASSAM | 787001 | ₹84.2 L | L1 | Accepted-Finance Bidder emerged as L1 |
| 2 | L2₹87.2 L+₹3.0 L (3.52%)Rejected-Finance HAROPARA PART 1 P O JHAROBARI P S PALASHBARI DIST KAMRUP PIN 781122 | KAMRUP | ASSAM | 781122 | ₹87.2 L+₹3.0 L (3.52%) | L2 | Rejected-Finance Bidder emerged as L2 |
| 3 | L3₹88.9 L+₹4.6 L (5.50%)Rejected-Finance H M APARTMENT 4C S J ROAD ATHGAON GUWAHATI 781001 | GUWAHATI | KAMRUP METRO | ASSAM | 781001 | ₹88.9 L+₹4.6 L (5.50%) | L3 | Rejected-Finance Bidder emerged as L3 |
| 4 | L4₹93.1 L+₹8.8 L (10.5%)Rejected-Finance | ₹93.1 L+₹8.8 L (10.5%) | L4 | Rejected-Finance Bidder emerged as L4 |
| 5 | L5₹94.5 L+₹10.3 L (12.2%)Rejected-Finance AGIA ROAD IN FRONT OF BALADMARI HIGH SCHOOL BALADMARI BAPUJINAGAR GOALPARA ASSAM 783101 UDYAM AS 13 0009198 | GOALPARA | ASSAM | 783101 | ₹94.5 L+₹10.3 L (12.2%) | L5 | Rejected-Finance Bidder emerged as L5 |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
29 Feb 2020, 6:00 pmClosed
K. Ramachary, Jt.GM(E-C), RHQ, NER
Jt.GM (E-C), O/o the RED, NER at New RHQ Building, 1st Floor, Guwahati
Construction of Compound Wall surrounding balance area in AAI residential colony, Guwahati.
2020_AAI_42464_1
AAINERSMEC/GHY/BWall/NIT/19-20
Open Tender
Civil Works
Item Rate
120 days
AAI Residential colony, LGBI Airport, Ghy
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,120
Airports Authority of India
₹2.6 L
15 Sept 2020
15 Feb 2020
6 Mar 2020
16 Feb 2020
29 Feb 2020
16 Feb 2020
16 Feb 2020 - 22 Feb 2020
Amount
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
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 :1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 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 stone aggregate 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 stone aggregate 20 mm nominal size).
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 : 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
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
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
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
PANKAJ KUMAR DAS
M/s Subhas Construction Co.
M/s J H Associates
Dhrubajyoti Kalita
Dutta Construction and Co
Sri Kajal Das
Maa Kamakhya Infratech
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