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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.7 CrAccepted-AOC 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹69.0 Cr+₹1.2 Cr (1.75%)Rejected-AOC NO 35 DADAGAPATTY SALEM SOUTH TALUK SALEM | SALEM | SALEM | L2 | Rejected-AOC L2 Rejected | |
| 3 | L3₹72.4 Cr+₹4.6 Cr (6.74%)Rejected-AOC 7 3 PUDUMARAPPANUR ARIYUR POST NAMAKKAL 637 015 TAMIL NADU | NAMAKKAL | TAMIL NADU | 637015 | L3 | Rejected-AOC L3 Rejected |
Tender Value
₹58.5 Cr
EMD Value
₹29.3 L
Closing Date
2 Feb 2024, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Construction of Staff Quarters Block and Certain Common Amenities for the Project of Redevelopment of Vaigai- Tamil Nadu Illam of Tamil Nadu House, Chanakyapuri, New Delhi. (Re-Tender)
2024_PWD_413447_1
TNPWD/46 BCM 03/2023-24
Open Tender
Construction Works
Lump-sum
540 days
New Delhi
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹29.3 L
12 Aug 2024
26 Jan 2024
2 Feb 2024
26 Jan 2024
2 Feb 2024
26 Jan 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 70 | cum | - | - |
| 2 | Centering and shuttering including strutting, propping etc. and removal
of form work for : Columns, piers, abutments, pillars, posts and struts | 160 | sqm | - | - |
| 3 | 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: aggregate 20 mm nominal size) - 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 20 | cum | - | - |
| 4 | 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. | 55 | cum | - | - |
| 5 | Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer, including welding and
bolted with special shaped washers etc. complete - Hot finished welded type tubes | 25,000 | kg | - | - |
| 6 | Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade : Two or more coats on new work | 925 | sqm | - | - |
| 7 | Providing and fixing precoated galvanised iron profile sheets (size,
shape and pitch of corrugation as approved by Engineer-in-charge)
0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120
grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
epoxy primer on both side of the sheet and polyester top coat 15-18
microns. Sheet should have protective guard film of 25 microns
minimum to avoid scratches during transportation and should be
supplied in single length upto 12 metre or as desired by Engineerin-
charge. The sheet shall be fixed using self drilling /self tapping
screws of size (5.5x 55 mm) with EPDM seal, complete upto any
pitch in horizontal/ vertical or curved surfaces, excluding the cost of
purlins, rafters and trusses and including cutting to size and shape
wherever required. | 1,500 | sqm | - | - |
| 8 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 325 | Cum | - | - |
| 9 | 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 | 280 | Cum | - | - |
| 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 270 | Cum | - | - |
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