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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.5 LAccepted-AOC | L1 | Accepted-AOC Due to lower rates | |
| 2 | L2₹21.5 L+₹1.1 L (5.29%)Rejected-AOC N A | L2 | Rejected-AOC Due to Higher rates | |
| 3 | L3₹22.4 L+₹2.0 L (9.66%)Rejected-AOC | L3 | Rejected-AOC Due to Higher rates |
Tender Value
₹22.7 L
EMD Value
₹45,000
Closing Date
20 Jul 2020, 5:00 pmClosed
Executive Engineer
Executive Engineer, Provincial Division, PWD BNR Branch, Nuh
A/M for Ordinary repair by Road Safety Furniture on Gurgaon Alwar road NH-248A at Km. 28.50 to 32.50, 44.50 to 46.95 and 81 to 95.958 in Nuh Distt.
2020_HRY_134393_1
PWD/Nuh/Road/Safety/Furniture
Open Tender
Civil Works - Roads
Works
90 days
Nuh
As per Bid Document
3 documents required · 3 mandatory
₹1,000
Yes
Public Work (B and R) Department
₹45,000
Yes
Executive Engineer
9 Sept 2020
4 Jul 2020
21 Jul 2020
4 Jul 2020
20 Jul 2020
4 Jul 2020
10 Jul 2020
Amount
Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Chanels the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete. (HSR 10.78 + 10.95 (a))
Steel reinforcement TMT steel bar FE-550 EQR/FE-500 D grade ore more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer, bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respect for all heights/ depts/story/basement etc. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement).
Precast cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Kerbs and the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete. (HSR. 10.77 + 10.95 (a))
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25)
Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.26)
Providing & erecting OVERHEAD SIGNS gantry supported by M. S. Pipe Structure complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R.C. C. foundation for providing of M. S Tubular structure for cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Note: Foundation including reinforcement etc. as per Drawing. (Approved make brand such as Avery Dennison/3M /similar brand)
Over head Sign gantry (u-Type) frame/truss Size- 9.05 m x 1.525 m.
Cantilever Over head Sign gantry (r-Type) frame/truss Size- 3.05 m x 1.525 m.
Providing and fixing sign boards on the gantry Size-9.05m x 1.525 m & 3.05 m x 1.525 m made out of retro-reflective sheeting of high intensity micro prismatic grade conforming to IRC: 67 – 2012 Type IV standard fixed on 4mm thick Aluminum Composite Panels (ACP sheet) as base board with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides. The messages (legends, letters, numerals etc.) and borders of Retro Reflective Boards shall be of cut letters made in transparent overlay film pasted over the base sheeting with pressure sensitive adhesive or as instructed by the manufacturers or as directed by the Engineer-In-Charge. Note:- 1.) Work will be carried out as per MoRTH specification for road and bridges works (5th Revision). 2.) Retro-reflective sheeting of high intensity mirco-prismatic grade confirming to IRC 67-2017 Type-IV Standards shall be of Avery Dennision/3M make only. 3.) Warranty and Durability as per clause 801.3.11 of MoRTH Specification 5th Revision will be applicable which is reproduced as under :- The Contractor shall obtain from the manufacturer a ten year warranty for satisfactory field performance including stipulated retro-reflectance of the retro-reflective sheeting of micro-prismatic sheeting and a seven-year warranty for high intensity grade and submit the same to the Engineer. The warranty shall be inclusive of the screen printed or cut out letters/legends and their bonding to the retro-reflective sheeting. The Contractor /supplier shall also furnish the LOT numbers and certification that the signs and materials supplied against the assigned work meets all the stipulated requirements and carry the stipulated warranty and that the contractor /supplier is the authorized convertor of the particular sheeting. All signs shall be dated during fabrication with indelible markings to indicate the start of warranty. The warranty shall also cover the replacement obligation by the sheeting manufacturer as well as contractor for replacement/ repair/restoration of the retro-reflective efficiency. A certificate in original shall be given by the sheeting manufacturer that its offered retro-reflective sheeting has been tested for various parameters such as co-efficient of retro-reflection, day/night time colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance , specular gloss and fungus resistance; the tests shall be carried out by a Government Laboratory in accordance with various ASTM procedures and the results must show that the sheeting has passed the requirements for all the above mentioned parameters. A copy of the test reports shall be attached with the certificate. (Approved make brand such as Avery Dennison/3M /similar brand)
Providing and fixing retro-reflective light ballards 1500 mm high as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type IV, HIP specification fixed on 3 mm thick aluminium on both sides having circular board of size 450mm dia, sheeting of blue back ground and white arrow. The other board will be size 600mm x 400mm made up of high intensity retro-reflective sheeting type-IV fixed over aluminum composite panel sheet 3mm thick both of the boards fixed on 80mm NB dia gauge M.S. pipe duly painted. The board to be fixed in CC 1:2:4 block size 300x300x450mm. (Approved make brand such as Avery Dennison/3M /similar brand)
Providing and fixing road side delineator of ht 1200 mm made of M.S. tube size 100 x 80mm having thickness 1.2mm of ht. 900 mm and balance 300mm of MS Angle 25 x 25 x 3mm. Having slot on each side of size 150x80mm or two slot of size 150x80mm on the front side, for holding the retro-reflective sheet type IV of same size on the inner side over 4mm thick ACP as base for protection against damage to the retro-reflective sheeting from vandalism as per clause no. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450mm as clause No. 806 of MORT&H specification 5th revision 2013. (Approved make brand such as Avery Dennison/3M /similar brand)
Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing internal reflection of the light entering the lens face and shall support a load of 16000 KG tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. (Approved make brand such as Avery Dennison/3M /similar brand)
Providing and fixing retro-reflective hazard marker confirming to IRC 79:1981 of size 900x300 mm with back support of M S angle 25x25x3 mm and leg of 80mm dia having 1.6mm thickness duly painted, 1500 mm high embedded into 0.3x0.3x0.45m M20 grade Concrete as per site requirements, using non-metallic micro-prismatic retro-reflective sheet conforming to IRC: 67-2012 type IV specification fixed on 3 mm thick aluminum composite Material sheet as base having 0.5 mm thick aluminum on both sides. (Approved make brand such as Avery Dennison/3M /similar brand)
P C Gupta and Co
jeevan jyoti co-op multi purposes society ltd
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