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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -9.91% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹1.8 L (1.73%)Admitted-Finance | -8.11% | ₹1.1 Cr+₹1.8 L (1.73%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹3.1 L (2.96%)Admitted-Finance | -7.51% | ₹1.1 Cr+₹3.1 L (2.96%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹4.4 L (4.20%)Admitted-Finance | -5.65% | ₹1.1 Cr+₹4.4 L (4.20%) | L4 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
20 Sept 2023, 6:00 pmClosed
Executive Engineer, PWD Dn. Aligarh
Executive Engineer, PWD Dn. Aligarh
Construction and Development of Stadium in Deoli (Tonk)
2023_CEPWD_361056_1
NIT 14/2023-24 PWD DN. ALIGARH
Open Tender
Civil Works
Percentage
180 days
Tonk
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Through Egrass Challan DDO Code 23026
₹2.3 L
Yes
22 Sept 2023
25 Aug 2023
21 Sept 2023
25 Aug 2023
20 Sept 2023
25 Aug 2023
Amount
Part-"A" Civil Work - Running Track
Laying of Brick Lining in Outer and inner edges of athletic track and whitening with approved Quality as directed by EIC.
Part-"B" Civil Work Basket ball CC Court
Providing and Fixing Basketball poles"s Board. There shall be two(2) units, and each consisting of the following parts : One (1) backboard, one (1) basketring with a ring mounting plate and One (1) basket ring. The Backboard shall made of a suitable transparent material ( of tempered safety glass), made in one piece, non reflective,, with a flat surface and shall: Have a protective framework of backword support structure around the outer edge. Be manufactured such that, if broken, the pieces of glass do not split off. The Backboards shall measures 1,800mm (+ a maximum of 30mm) horizontally and 1,050mm (+ a maximum of 20mm). All lines on the backboard shall be: In White, 50mm in width. The borders of the backboards shall be marked with a boundary line and an additional rectangle behind the ring as follows: Outside dimensons: 590mm (+a maximum of 20 mm) horizonatally and 450 mm (+a maximum of 8mm) vertically. The top edge of the base of the rectangle shall be level with the top of the ring and 150 mm (-2 mm) above the bottom edge of the backboard. Basket ring: The rings shall be made of solid steel and shall: Have an inside diameter of a minumum of 450 mm and a maximum of 459 mm. Be painted orange within the following Natual Colour System (NCS) FIBA approved spectrum: 0080-Y70R 0090-Y70R 1080-Y70R. Have its metal a minimum of 16 mm and a maximum of 20 mm in a diameter. The net shall be attached to each ring in 12 places. The fittings for the attachment shall: Not have any sharp edges or gaps, Have gaps smaller than 8 mm, to prevent fingers from entering, Basket net: The nets shall be made of white cord and shall be: Suspended from the rings. Manufactured so that they check the ball momentarily as it passes through the basket. No less than 400 mm and no more than 450 mm in length. Manufactured with 12 loops to attach it to the ring. The upper section of the net shall be semi-rigid to prevent: The net from rebounding up through or over the ring, creating possible entanglement. The ball from becoming trapped in the net or rebounding back out of the net. Backboard support structure: The rigidity of the backboard support structure with ring shall fulfil the requirements of the EN 1270 norms. The visible vibration of the backboard support unit shall end a maximum of four (4) seconds after a dunk shot. Padding: The backboard and backboard support structure must be padded. The padding shall be a single solid colour and shall be the same colour on both backboards and support structures. The padding shall be 20 to 27 mm thick from the front, back and side surface of the backboards. The padding shall be 48 to 55 mm thick from the bottom edge of the backboards. The padding shall cover the bottom surface of each backboard and the side surface to a distance of 350 to 450 mm from the bottom. The front and back surface must be covered to a minimum distance of 20 to 25 mm from the bottom of each backboard. All padding shall: Be constructed so as to prevent limbs from being trapped. Have a maximum identation factor of 50%. This means that when a force is applied suddenly to the padding, the indentation in the padding does not exceed 50% of its original thickness.
Part-"C" Civil Work - volleyball ground
Providing and laying crueshed clay bricks with top layer of soil in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in charge.
Providing and laying of approved class top surface of playfield with clay mix with buddah and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water
Laying of Brick Lining in Outer and inner edges of athletic track and whitening with approved Quality as directed by EIC.
Part-"D" Civil Work - Kho Kho ground
Providing and laying crushed clay bricks with top layer of soil in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in chagre.
Providing and laying of approved class top surface of playfield with clay mix with buddah and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water
Laying of Brick Lining in Outer and inner edges of athletic track and whitening with approved Quality as directed by EIC.
Part-"E" Civil Work - Kabbadi Ground
Providing and laying crushed clay bricks with top layer of soil in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in chagre.
Providing and laying of approved class top surface of playfield with clay mix with buddah and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water
Laying of Brick Lining in Outer and inner edges of athletic track and whitening with approved Quality as directed by EIC.
BHUWADA INFRASTRUCTURE PRIVATE LIMITED
Shree Shyam Construction
K G Construction
BHUWADA INFRASTRUCTURE PRIVATE LIMITED
BALAJI SUPPLIORS
Shree Shyam Construction
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