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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.3 LAccepted-AOC | L1 | Accepted-AOC L1,Approved by CFA | |
| 2 | L2₹74.5 L+₹1.2 L (1.58%)Rejected-Finance | L2 | Rejected-Finance Not approved by CFA | |
| 3 | L3₹75.8 L+₹2.5 L (3.44%)Rejected-Finance | L3 | Rejected-Finance Not approved by CFA |
Tender Value
₹73.4 L
EMD Value
₹1.5 L
Closing Date
25 May 2023, 10:30 amClosed
SO1(Wks) HQ 21 Sector AR
HQ 21 Sector Assam Rifles at Agartala.
Repair/maint of existing boundary wall of Assam Rifles Garrison at Agartala
2023_ARMHA_752917_1
ENG/E-WK/2023-24/02
Open Tender
Civil Works
Item Rate
HQ 21 Sector Assam Rifles at Agartala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
DIG AR HQ 21 Sector AR
₹1.5 L
22 Jun 2023
12 May 2023
26 May 2023
13 May 2023
25 May 2023
13 May 2023
13 May 2023 - 24 May 2023
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.
Providing and laying in position cement concrete of specified gradeexcluding 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)
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:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand).
Centering and shuttering including strutting, propping etc. and removalof form for :Foundations, footings, bases of columns, etc. for mass concrete.
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand).
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
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.
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. L 65x65x5mm, Y shape
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.
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 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.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 directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (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 of M.S.angle, C.C. blocks shall be paid separately).
S&F of Steel Gate Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge.(Wall is 20 degree tilting of vertical position)
Sch of Credit:- for Demolishing of Brick wall
M/S SWAPAN KUMAR SAHA
Prabir Kumar Roy
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