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Tender Value
₹34.6 L
EMD Value
₹35,000
Closing Date
6 Jun 2026, 6:00 pmDue tomorrow
Office Of The Executive Engineer, C.P. No.4, Block No.3, E-2 Wing, 5th Floor, Karmyogi Bhavan, Sector-10/A , Gandhinagar.
Construction of new supporting structure for existing Foot Over Bridge at GIDM, Gandhinagar.
310038
2 of 2026-27
Open
Civil Works - Others
Gandhinagar
6 documents required · 6 mandatory
₹1,500
Executive Engineer, Capital Project Div. No.4, Gandhinagar
₹35,000
30 May 2026
30 May 2026
30 May 2026
6 Jun 2026
30 May 2026
Dismantling tiles of stone floors laid in mortar including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift.(Granite)
Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift.(i) RCC work
Excavation of filled up soil/Hard compacted soil/Rubble etc for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with all lift and lead.(B) Dense or Hard soil.
Excavation for foundation upto 1.5m depth including sorting out and stacking of serviceable materials and disposing off the excavated materials with all lift and lead.(C) Hard murrum.
Providing and laying controlled cement concrete M150 and curing complete including cost of formwork in (A) Foundation,footing base, Mass concrete.
Providing and laying controlled cement concrete M300 and curing complete including cost of formwork but excluding cost of Reinforcement in (A) Foundation,footing base, Mass concrete.
Providing and laying controlled cement concrete M300 and curing complete including cost of formwork but excluding cost of Reinforcement in (D)Columns, struts.
Providing TMT Bar FE 550D reinforcement For RCC work including bending ,Binding and placiing in postion complete upto floor two level.
Steel structure work,(confirming to Is 4923-1997) riveted, bolted and welded Hollow sections in builtup framed work including cutting,hoisting,fixing in position and applying a priming coat of Approved steel primer all complete as per the structural designs and direction of Enggineer-in-charge. Column & Beam (180x180x8 mm)
Wall Anchor Fastner Hilti HST-4, 16mm dia and 200 mm long.[Market rate]
Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.
Providing 10mm thick plaster in single coat on brick/concrete surface for interior plastering upto floor two level and finished even and smooth in (i) Cemnt mortar 1:3 (1 cement:3 sand) , Bottom of walkway
Providing and laying Flame finished Granite stone slab flooring in required pattern and design and skirting all complete as per drawings with 18 mm thick stone slab over 20 mm (average) base of cement mortar 1:4 (1 cement:4 coarse sand)laid and jointed with cement slurry and pointing with white cement slurry mixed with pigment to match colour of granite complete in alllrespect.
Providing and fixing False ceiling in single layer water proof gypsum board 12.5 mm thick sections using water proof board of sutable size (as per site condition) 8mm thick suspended by GI suspender channel of size 18mm x 40mm x 0.8mm at required spacing(centre to centre) ceiling section of size 40mm x 35mm x 0.55 mm at 457 mm c/c and perimetre channel A of size 20mm x 27mm x 30mm x0.5mm at edge and drops including paper tap sand sofit cleat, anchor fasteners, scoch bolt connecting cleat, joining compound top coat on ceiling including necessary opening for light fitting,diffuser, etc. complete
Finishing Plastered surface with weather proof exeterior emulsion paint on surface(two coats) to give require shade after thoroughly brushing the surface to remove all dirt,remains of loose powered materials etc. complete. (Bottom)
Providing and fixing in position fully moulded restrained elastomeric Neoprene 50 mm thick Bearing pad as per detailed drawings.
Providing and fixing double staging system (cup lock type) on side/plan of Building/structure upto 5 m height, above ground level, including additional two rows of Jacking Staging as per requirement of site, made with 40mm dia MS tube, placed 0.6m centre to centre, horizontal and vertical tubes joint with cup & lock system with MS tubes, MS clamps and staircase system in the staging for working plateform etc. and maintaining it in a serviceable condition for execution of work of jacking and lifting or applying chemical and removing thereafter. The Staging system shall be stiffened with bracing, runners, connecting with the building etc, whereever reqired, complete as per directionof Engineer-in -charge.
Providing and fixing double scafolding system (cup lock type) on side/plan of Building/structure upto 25 m height, above ground level, including additional two rows of scafolding in stepped manner as per requirement of site, made with 40mm dia MS tube, placed 1.5m centre to centre, horizontal and vertical tubes joint with cup & lock system with MS tubes, MS tube challies,MS clamps and staircase system in the scafolding for working plateform etc. and maintaining it in a serviceable condition for execution of work of cleaning and grouting or painting and applying chemical and removing thereafter. The scafolding system shall be stiffened with bracing, runners, connecting with the building etc, whereever reqired, complete as per directionof Engineer-in -charge.
Charges for drilling holes in RCC Surface,cleaning of the same by blower,inserting 5 inch long perforated PVC Nipples,holding in position,grouting the same,allowing to dry as directed and specified by Engineer‐in‐charge and/or Consultant. Excluding cost of Grouting Material.
Providing and grouting with Shrinkage free, non viscous Epoxy resin based Injection Grout (Fosrock Conbextra EP 10 or Sikadur 55 LP or Equivqlent) with hand operated/Mechanical pressure pump at any height as directed and approved by Engineer‐in‐charge and/or Consultant. Allow the grouted nozzle to cure as per manufacturers specification, cut the nozzle and seal the nozzle mouth using epoxy putty including cost of labour, material ,Etc. Billing will be done on the basis of actual quantity of Epoxy consumed.
Strengthening of Beam using Carbon fibre Wrapping system, Providing and placing carbon fibre wrap fabric (Sika wrap 601 C or equivalent) in the required direction in a single layer or as per manufacturers specifications including epoxy based impregnating resin/ adhesive for fabric for base and top coat. During wrapping the CFRP fabric to RCC element use tamping rollers toavoid any air voids etc. and sprinkle sand over it to creat mechanical anchor for further plaster application where required. Apply epoxy-based adhesive to the prepared surface using trowel, roller or brush, depending on the roughness of the substrate. Entire surface should be covered with epoxy mix thoroughly as per specification given by the manufacturer. Adhesive/primer should be applied as per site requirement which can be covered within the pot life of the epoxy mix.The surface must be dry and free of deteriorated concrete, bond inhibiting material and contaminants. Surface defects such as honeycombed areas, blowholes and voids must be fully exposed by grinding. Edges and corners must be generally rounded to aminimum radius of 25 mm or as per design specifications.This can be achieved either by grinding or by building up with epoxy mortars.
Estimated amount put to tender
Add………% Above
In words
The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.
The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Income tax TDS will be deducted at a source while making payments of bills
In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.
Executive Engineer
Capital Project Division: 4
Gandhinagar
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details.html
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0.4 Notice_Inviting_Tender.doc
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0.0 SBD GIDM Data Building Gandhinagar.docx
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2 BOQ GIDM Data Building Gandhinagar.xlsx
XLSX
3 Specification GIDM Data Building Gandhinagar.doc
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4 Building-Specification Booklet (2 side) (1).pdf
Structural Review Report of Foot over Bridge at GIDM.pdf
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