Tender For Making Of Steel Structure Pavilion (Dug Out) With Tensile Roofing At Vfj Stadium.
Tender Value
13.93 Lakhs
Estimated cost
Bid Submission
22 Aug 2024
0 days left
EMD
28000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jabalpur → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Making Of Steel Structure Pavilion (Dug Out) With Tensile Roofing At Vfj Stadium.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil |
| 2 | Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400. |
| 3 | Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 40kg /sqcm and water absorption not more than 15% in foundation and plinth. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 4 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 sand) |
| 5 | Providing and applying 1.0 mm thick white cement-based wall putty of best quality, over plastered surface to prepare the surface even and smooth complete. |
| 6 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats on walls applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr/10 sqm. |
| 7 | Neat cement punning |
| 8 | Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra |
| 9 | Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site on work in transit mixer for all leads, having continuous aggitated mixer, manufacture as per mix design of specified grade for reinforced cement work, including pumping of concrete to site of laying but excluding the cost of cantering, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge Upto Plinth level |
| 11 | Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more) |
| 14 | Design, Fabrication, supply & installation at site of :- Steel work inbuilt up tubular (SHS/RHS/CHS), MS rolled Structure members such as Angles, channels & Plates etc. Including cutting hoisting fixing in position, welded and bolted including special shapes washers etc. complete as per direction of Engineer in-charge Hot finished welded type tube, Confirming ERW Pipe \"\" lS 1161 / lS 1239 YST 310/240\"\" Upto 350 mm dia lS 3589 YST 310/240 \"\" (for above 350 mm dia) SHS/RHS lS 4923\"\" ( TATA / JINDAL/ BHUSHAN /SAIL) and plate as per lS 2062 E250\"\" all plates to be CNC profile cut, Steel work cost incudes architectural covering with SS 316 sheet of the gutter ring, clits & insert tubes for light fixing, Drainage pipe and electrical cable pipe to be GI with elbows and bends cladded with Fabric TYPE II PVC coated polyester, surface coating of \"\"cross link PVDF wt of 1050 GSM, tensile strength of 430/430 DAn /5 CM, light transmittance of 8%, ( Ferrari / Mehler or Equivalent ), Tensioned over steel frames with all fitting and fixtures such as catenary cables , membrane plates , swedge , fork etc. as per the direction of Engineer in-charge inclusive of design , providing and fixing fabric with all necessary accessories as required as per approved design complete. (Material Specification :- Tie Cables Galvanized Steel Core ) (Make : Usha Martin / Bharat Waire Rope Etc) Material of End terminals and nut bolts SS 304 , forged HDGl bow shackles, End plates Mild Steel with Hot dip galvanized along with powder coating, Fabric Fixing Nuts and Bolts HDG with 80 microns all complete. |
AI Tender Summary
Tender Timeline
Aug 02, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 22, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 24, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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