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Tender For Restoration Of 3 Nos Of Minor Bridges Between Km. 93_650 To Km. 94_500 On Nh_748 In The State Of Goa Under Nh O Annual Plan 2023_24. Retendered Second Call., South Goa-Goa

Ministry Of Road Transport And Highways has published Tender For Restoration Of 3 Nos Of Minor Bridges Between Km. 93_650 To Km. 94_500 On Nh_748 In The State Of Goa Under Nh O Annual Plan 2023_24. Retendered Second Call.. Submission Date for this Tender is 05-01-2024. Bridge Work Tenders in South Goa Goa. Bidders can get complete Tender details and download the document.




Tender Notice

41260251
Tender For Restoration Of 3 Nos Of Minor Bridges Between Km. 93_650 To Km. 94_500 On Nh_748 In The State Of Goa Under Nh O Annual Plan 2023_24. Retendered Second Call.
Open Tender
Indian
Goa
South Goa
05-01-2024

Tender Details

Tender For Restoration Of 3 Nos Of Minor Bridges Between Km. 93_650 To Km. 94_500 On Nh_748 In The State Of Goa Under Nh O Annual Plan 2023_24. Retendered Second Call.

Key Value

Document Fees
INR 2000 /-
EMD
INR 462638.0 /-
Tender Value
INR 2.31 Crore /-

BOQ Items

Name of Work:Restoration of 3 Nos. of minor bridges between km. 93/650 to km. 94/500 on NH-748 in the State of Goa under NH(O) Annual Plan 2023-24.
Sl. No. Item Description
1Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mts. lead. Etc complete.
2Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metresas per MORTH 202 By Manual means Cement concrete grade M-15 & M-20
3Sandblasting using Air Compressor with minimum pressure of 2kg/m2 on surface to clean surface of dust and corrosion over the entire strructure using course sand including all cost of labour and machinery etc all complete as directedby Engineer-in-charge.
4Providing and inserting nipples with approved fixing compoundMC Fix STofMC Bauchemie or Equivalent after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
5Sealing of crack / porous concrete with Epoxy Grout (MC Dur 1264of MC Bauchemie or Equivalent)by injection through nipples complete as per clause 2803.1.
6Sealing of cracks/porous concrete by injection process through nipples/GroutingWith AdmixtureMCEin preshilf EHofMC Bauchemie or Equivalent)complete as per Technical specification. Cement Grout
7Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy (MC Dur 1250 &Accelerated compound Torkrethilfe BE ofMC Bauchemie or Equivalent)complete as per Technical specification
8Eproxy bonding of new concrete to old concrete sqm
9Applying epoxy mortar (MC Dur 1250 of MC Bauchemie or Equivalent)over leached,honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification
10Pure epoxy resin based anchoring mortar for anchoring of rebars Providing and Supplying which is a two-component, thixotropic, pure epoxy resin based chemical anchoring mortar. The product is specially designed for applications where heavy loads under critical conditions are to be fixed in concrete. Both components of Masterflow® 935, packed in a single cartridge with separate compartments, are correctly mixed in the mixing nozzle during application. The product should be styrene free fomultation and shall have very low shrinkage, even on big diameters. All scaffolding, ladders, supporting materials etc. complete. Rates shall be inclusive of drilling of requisite holes in concrete, alllabour, materials, tools and plant etc. complete.
11Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means (Depth upto 3 m)
12Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete
13Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20
14Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M30 Using Batching Plant,Transit Mixer and Concrete Pump
15Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
1612mm cement plaster 1:3 (1 cement : 3 fine sand)
17Drainage Spouts complete as per drawing and Technical specification
18Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. In R.S. joists, channels, angles, tees
19Lifting of existing three span T-beam girder assembly with due care, each at two abutments and two piers for replacement of existing wornout elastomatic bearings pads below girders with use of hydraulic jacks and other required tools as per site conditions and lowering the same after replacement of bearing pads, etc. complete as directed by Engineer-in-charge.
20Supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
21Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
22Providing and applying an elastic elastomeric membrane forming system with anticarbonation and berathing properties. The system (EMCECOLORFLEX + PRIMEX 250) or equivalent should be based on solvent free acrylic polymers with solid contents of 70 + 3% and should be ultra violet resistant, crack bridging type, water-proofing coating. For anti-carbonation, equivalent Air layer thickness denoted as R or SD CO2 > 50 m and for breathability equivalent Air layer thickness denoted as SD H20 shall be < 4 for vapour transmitting barrier. The system consists of one coat primer at 75-100 g/m2. The consuption of polymer coating to give film thickness of 200-225 microns should be approximately 400-450 gms/m2 per two coats. Polymer coating should be in suitable approved shades, including suitable surface preparation, cost of materials and labour for applying the above coating, and scaffolding charges, all inclusive of taxes.
23Coal tarring two coats on newwork using 0.16 and 0.12 liter of coal tar per sq.m. in the first coat and second respectively.
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