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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 CrAdmitted-Finance | ₹22.0 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical AS PER CHECKLIST |
| Sl No | Description | Qty | Unit | Valmont Structures Pvt Ltd L1 |
|---|---|---|---|---|
| 1.00 | Providing and erecting W Beam crash Barrier comprising of 2.70mm Thick, 313 mm wide corrugated sheet metal beam rail, W Beam Section, 4.318m in length & 83 mm in depth of FE 510 grade of steel, 78 cm above road/ ground level, fixed on Z Section vertical post spaced 2.0mtrs centre to centre , 1.6 Mtrs high, 50 X 90 X 4.3 mm Thick with 0.78 M below ground level of FE 410 Steel, all steel parts to be galvanized by hot dip process confirming to IS 1461 or ASTM 123 (550 GSM). All fittings to conform to IS 1367and IS 1364 (8.8 grade), metal beam rail to be fixed on the vertical post with carriage special designed to slide on “Z” Post; including driving of post in ground by Pile Driver Machine.including all leads & lifts,Labour ,icluding all taxes except GST etc.as Directed by Engineer in Charge | 30,450 | Running Meter | 4,375 ₹13.3 Cr |
| 2.00 | Providing and erecting W Beam crash Barrier comprising of 2.70mm Thick, 313 mm wide corrugated sheet metal beam rail, W Beam Section, 4.318m in length & 83 mm in depth of FE 510 grade of steel, 78 cm above road/ ground level, fixed on Z Section vertical post spaced 2.0mtrs centre to centre , 1.8 Mtrs high, 50 X 90 X 4.3 mm Thick with 1.02 M below ground level of FE 410 Steel, all steel parts to be galvanized by hot dip process confirming to IS 1461 or ASTM 123 (550 GSM). All fittings to conform to IS1367and IS 1364 (8.8 grade), metal beam rail to be fixed on the vertical post with carriage special designed to slide on “Z” Post; including driving of post in ground by Pile Driver Machine..including all leads & lifts,Labour ,icluding all taxes except GST etc.as Directed by Engineer in Charge | 19,762 | Running Meter | 4,375 ₹8.6 Cr |
| 3.00 | Providing and fixing of high intensity reflective conspicuity tape 25 to 50mm width, on edges of treads in staircase including, cutting, pasting etc. of make 3M or equivalent brand as per the direction of engineer in charge | 2,510.6 | Running Meter | 206 ₹5.2 L |
| 4.00Steel Test | ||||
| 4.01i)Chemical Resistance Test.( Set of 8 Bars ) | ||||
| 4.02ii)Resistance to applied Voltage. ( 1 Hr. Test ) (Set of 2 Bars) | ||||
| 4.03iii)Above 16 mm (Set of 3 Bars) 1595.00 (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) | ||||
| 4.04iv)Thickness of Coating. (Set of 2 Bars) | ||||
Tender Value
₹21.1 Cr
EMD Value
₹10.5 L
Closing Date
29 Nov 2021, 6:55 pmClosed
Executive Engineer, PWD Bhokar, Tq.Bhokar, Dist.Na
Near Court Building, Bhokar, Tq. Bhokar, Dist.Nanded
PROVIDING AND ERECTING CRASH BARRIER AT VARIOUS ACCIDENT PRONE AREAS IN NANDED DISTRICT DIST.NANDED (2nd call)
2021_PWR_736802_1
BKR/2021-22/No.25/B2/Recall/OW No.2809_8.11.21
Open Tender
Civil Works
180 days
KINWAT
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,000
₹10.5 L
Chief Engineer, Public Works Region, Aurangbad
31 Jan 2022
10 Nov 2021
1 Dec 2021
10 Nov 2021
29 Nov 2021
10 Nov 2021
16 Nov 2021
Amount
Providing and erecting W Beam crash Barrier comprising of 2.70mm Thick, 313 mm wide corrugated sheet metal beam rail, W Beam Section, 4.318m in length & 83 mm in depth of FE 510 grade of steel, 78 cm above road/ ground level, fixed on Z Section vertical post spaced 2.0mtrs centre to centre , 1.6 Mtrs high, 50 X 90 X 4.3 mm Thick with 0.78 M below ground level of FE 410 Steel, all steel parts to be galvanized by hot dip process confirming to IS 1461 or ASTM 123 (550 GSM). All fittings to conform to IS 1367and IS 1364 (8.8 grade), metal beam rail to be fixed on the vertical post with carriage special designed to slide on “Z” Post; including driving of post in ground by Pile Driver Machine.including all leads & lifts,Labour ,icluding all taxes except GST etc.as Directed by Engineer in Charge
Providing and erecting W Beam crash Barrier comprising of 2.70mm Thick, 313 mm wide corrugated sheet metal beam rail, W Beam Section, 4.318m in length & 83 mm in depth of FE 510 grade of steel, 78 cm above road/ ground level, fixed on Z Section vertical post spaced 2.0mtrs centre to centre , 1.8 Mtrs high, 50 X 90 X 4.3 mm Thick with 1.02 M below ground level of FE 410 Steel, all steel parts to be galvanized by hot dip process confirming to IS 1461 or ASTM 123 (550 GSM). All fittings to conform to IS1367and IS 1364 (8.8 grade), metal beam rail to be fixed on the vertical post with carriage special designed to slide on “Z” Post; including driving of post in ground by Pile Driver Machine..including all leads & lifts,Labour ,icluding all taxes except GST etc.as Directed by Engineer in Charge
Providing and fixing of high intensity reflective conspicuity tape 25 to 50mm width, on edges of treads in staircase including, cutting, pasting etc. of make 3M or equivalent brand as per the direction of engineer in charge
Steel Test
i)Chemical Resistance Test.( Set of 8 Bars )
ii)Resistance to applied Voltage. ( 1 Hr. Test ) (Set of 2 Bars)
iii)Above 16 mm (Set of 3 Bars) 1595.00 (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.)
iv)Thickness of Coating. (Set of 2 Bars)
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