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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC 6 4 70 ADARSHNAGAR NEAR SHIVARAMPALLY RAILWAY STATION RAJENDRANAGAR RANGAREDDY 500077 | RANGA REDDY | TELANGANA | 500077 | L1 | Accepted-AOC Lowest rate quoted | |
| 2 | L2₹7.6 L+₹19,567.70 (2.64%)Rejected-Finance 6 4 70 ADARSH NAGAR SAI BABA NAGAR ARAMGHAR RAJENDRANAGAR RANGA REDDY TELENGANA PIN 500052 | RANGA REDDY | TELANGANA | 500052 | L2 | Rejected-Finance 2nd Lowest rate quoted | |
| 3 | Rejected-Technical | - | Rejected-Technical The firm has not submitted required documents as per NIT |
Tender Value
₹7.6 L
EMD Value
₹15,200
Closing Date
17 Oct 2024, 10:00 amClosed
COMMANDANT ENGINEER CONTRACT CELL SZ HQR
CONTRACT CELL SOUTH ZONE HQR CRPF HYDERABAD TELANGANA PIN 500005
THE REPAIR OF COLLAPSED DAMAGED BOUNDARY WALL NEAR GAS GO DOWN AND AT STN GC CRPF HYDERABAD
2024_CRPF_830101_1
B.V-4/2024-25-SZ-Works (GC HYD) T/012
Open Tender
Civil Works
Item Rate
60 days
GC CRPF HYDERABAD TELANGANA 500005
As per NIT
3 documents required · 3 mandatory
₹0
₹15,200
15 Dec 2024
10 Oct 2024
18 Oct 2024
10 Oct 2024
17 Oct 2024
10 Oct 2024
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-incharge : All kinds of soil
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 : Hard rock (blasting prohibited)
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 (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
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: 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
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 inall shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like : Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes: 75 mm diameter
20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) : Raised and cut pointing
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)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
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 2.4m 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 direction 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)
(Credit Base item ) Stone for masonry work (Material only) : Behind Gas Godown
K arjun kumar (BID ID -3105471)
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