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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.9 L
EMD Value
₹3,720
Closing Date
9 Aug 2024, 12:00 pmClosed
Executive Engineer Mech and Hospital Division Doda
Office of the Executive Engineer Mechanical and Hospital Division Doda
DESIGN FABRICATION AND ERECTION OF SEATING ARRANGEMENT ALONG THE BADMINTON COURT AND ALLIED WORKS FOR THE BADMINTON COURT IN GOVT ITI KISHTWAR
2024_PWDJK_251032_2
MHDD/TS/2024-25/02
Open Tender
Civil Works - Others
Turn-key
30 days
ITI KISHTWAR
As per SBD
2 documents required · 2 mandatory
₹500
Yes
Executive Engineer Mech and Hospital Division Doda
₹3,720
Yes
13 Aug 2024
1 Aug 2024
9 Aug 2024
1 Aug 2024
9 Aug 2024
1 Aug 2024
Amount
Site Preparation Earthwork in excavation by manual means over area for leveling purpose including disposal of excavated earth up to 50m from cutting edge and should be disposed in near-by all kind of soil Foundation for columns = (13’ x 17’ x 0.16’) = 36.36ft3 (SCH – 2.8.1)
Providing and laying of cement concrete (1:3:6) using 20mm nominal size nallah stone. Flooring= 13’ x 17’ x 0.16’ = 36.36 ft3 i.e. 1.028m3 (SCH – 4.4.8)
Steel work welded in built up section/ framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. Trusses including primer and metal paint including nut bolts, kingpost, struts etc. Column Square / Rectangular Hollow Pipe Section i. Frame Main Support (60 x 60 x 3.2) = 45 ft i.e.13.71 mtr @5.57Kg/mtr = 76.39 Kg ii. Frame Pipe Inclined (40 x 40 x 3.2 mm) = 60 ft i.e. 18.28 mtr @ 3.56Kg/mtr = 65.01 Kg iii. Truss Pipe (60 x 60 x 3.2 mm) = 26 feet i.e. 7.92 mtr @ 5.57Kg/mtr = 44.11 Kg iv. MS Sq. Plate of size (150 x 150 x 08 mm) i.e. 08 Plates @ 1.41Kg = 11.28 Kg v. Seating Benches with Frame Pipe (25 x 25 x 3.2) @ 2.05Kg/mtr – 332 feet i.e. 20.30 mtr = 41.62 Kg and Pipe (60 x 25 x 3.2) mm @ .81Kg/tr – 210 feet i.e. 64.00 mtr = 243.87 Kg Total Weight = 417.27 Kg (Sch-10.2.2)
Providing corrugated GS Sheets roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 08mm diameter with bitumen and GI Limpet washers or GI Limpet filled with white lead including a coat of approved steel primer and 02 coats of approved paint on overlapping of sheets complete excluding the cost of purlins, rafters and trusses and including the cutting to size and shape wherever required 0.50mm thickness with zinc coating not less than 275grams/M2 Roofing and Side Sheeting 17 13 = 221 sft 13 12 = 156 sft i.e. For 02 Sides = 312 sft 12 17 = 204 sft Total Area for Sheeting = 737 sft i.e. 68.48M2
Providing and Fixing of Cushion arrangement along with 08mm ply board on the seating benches (Seat and Back) by means of nuts And bolts. The job includes fixing of Cushion foam and resin of best quality. The job includes cost of material, tools and tackles, skilled labour, carriage, transportation and all taxes as applicable. Complete Job
M/S A.S.I ENTERPRISE
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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