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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance ALAMDAR COLONY LAL BAZAR SRINAGAR J K | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹7,200
Closing Date
20 May 2022, 6:55 pmClosed
Executive Engineer Mech. Irrig. Division Baramulla
Mech. Irrig. Division Baramulla
Fabrication, Providing, Installation and testing of 01 Ton capacity Sump Gantry, internal gantry and working platform at LIS Dangiwacha.
2022_IFC_167758_5
eNIT 03 of 2022-23
Open Tender
Machineries/ Mechanical Engg Items
Item Rate
25 days
Baramulla
Please refer Tender documents.
5 documents required · 5 mandatory
₹200
Yes
Executive Engineer Mech. Irrig. Division Baramulla
₹7,200
Yes
24 May 2022
26 Apr 2022
21 May 2022
26 Apr 2022
20 May 2022
26 Apr 2022
Amount
Fabrication, providing and fitting of working platform at LIS Dangiwacha which includes providing and fitting of horizontal members fabricated out of ISMC 100 welded on one side to the MS plate and grouted on the other side into the concrete works of sump to form the rectangular frame of 4 m x 1.6 m. ISMC 100: - {(2x4 m) +(6x1.6) m=17.6 mtrs 6mm thick. B) Providing and fitting of chequered plate to the rectangular ISMC frame of size 4mx1.2m with necessary bracings out of ISA 50x50x6. the job also includes the formation of rectangular opening at the requisite spots for installation of suction pipes. The job is to carried out as per the instructions of site engineer. The working plate form shall be painted with steel primer and two coats of enamel paint of black shade .
Fabrication, Providing, Installation and testing of 01 Ton capacity Sump Gantry. The job comprises of the following process and involvement of materials. Specifications: 1) Capacity …………………………….….1 Ton 2) Length of beam of sump Gantry……….6000mm 3) Height of vertical posts……………….5000mm Column supports for Gantry: Fabrication, Providing and Fitting of 2No’s column supports for the sump gantry. The column supports shall have to be installed at two sides of the sump on which the beam of the sump gantry shall rest. The column supports shall be fabricated out of 150 mm dia. 4.8mm thick MS pipe. The height of each MS post shall be 5000 mm. The column supports shall be grouted in cement concrete block of 2’x2’x2.5’ in 1:2:4 mix. The two ends of the column support have to be provided with MS plate of size 300x300x10mm by way of welding. The plates are to be drilled with 4 No. of holes so that plate of column supports and plates of I beam shall be joined with the help of nuts and bolts and welding as well. Fabrication and fitting of ladder steps to be fab. out of ISA 30x30x5mm (1.5 feet long) on one of the vertical column supports at intervals of 2 feet c/c. Main I beam of sump Gantry: One No. I beam of size ISMB-200 shall have to be laid horizontally on the vertical column supports. The two ends of the I beam shall have to be provided with MS plate of size300x300x10mm by way of welding. The plates are to be also drilled with 4 No. of holes as same of plates of vertical supports and shall be joined with each other with the help of nuts and bolts and welding as well. Movement: The sump gantry comprises providing/ hoisting of chain block of 1 Ton capacity with 6 mtr vertical lift on one No. travelling mono rail of I Ton capacity. The make of the chain pulley block shall be of Globe/indef with ISI mark. The sump gantry shall be painted with steel primer and two coats of enamel paint of yellow shade for I beam and black shade for vertical supports.
Fabrication, Providing, Installation and testing of 01 Ton capacity internal. The job comprises of the following process and involvement of materials. Specifications: 1) Capacity …………………………….….1 Ton 2) Length of beam of internal Gantry……….4000mm 3) Height of vertical posts……………….3000mm Column supports for Gantry: Fabrication, Providing and Fitting of 2No’s column supports for the internal gantry. The column supports shall have to be installed at two sides of shed on which the beam of the gantry shall rest. The column supports shall be fabricated out of 150 mm dia. 4.8mm thick MS pipe. The height of each MS post shall be 3000 mm. The column supports shall be grouted in cement concrete block of 2’x2’x2.5’ in 1:2:4 mix. The two ends of the column support have to be provided with MS plate of size 300x300x10mm by way of welding. The plates are to be drilled with 4 No. of holes so that plate of column supports and plates of I beam shall be joined with the help of nuts and bolts and welding as well. Fabrication and fitting of ladder steps to be fab. out of ISA 30x30x5mm (1.5 feet long) on one of the vertical column supports at intervals of 2 feet c/c. Main I beam of sump Gantry: One No. I beam of size ISMB-200 shall have to be laid horizontally on the vertical column supports. The two ends of the I beam shall have to be provided with MS plate of size300x300x10mm by way of welding. The plates are to be also drilled with 4 No.of holes as same of plates of vertical supports and shall be joined with each other with the help of nuts and bolts and welding as well. Movement: The internal gantry comprises providing/ hoisting of chain block of 1 Ton capacity with 6 mtr vertical lift on one No. travelling mono rail of I Ton capacity. The make of the chain pulley block shall be of Globe/indef with ISI mark. The gantry shall be painted with steel primer and two coats of enamel paint of yellow shade for I beam and black shade for vertical supports.
Fabrication providing and fitting of Sump out of 8mm MS plate and angle iron. the details are as: ISA: 40x40x5mm 4x8+9x4= 68 rft=21rm @ 3 Kg per RM=63 Kg ISF: 40x6mm 6x4=24rft=7.3rm @9.1 Kg/ rm= 14 Kg. Ms Sheet 08mm (4x8)x3+2(4x4)=128 Sft.=11.9 Sqm @ 62.8 Kg/ Sqm=748 Kg
Earthwork in excavation in foundation of trenches for all kinds of soil with required depth including removal of excavated soil, dressing of bed and sides, dewatering of trenches if any and disposal of excavated soil as directed by engineer incharge all leads. 04'x5’x9’=180 cft
Providing and laying of concreate base for 02 no. 02 cusec hz. Pumping unit and sump in cement concrete of grade 1:3:6 (1 cement, 3 coarse sand, 6 graded stone agg/20mm nominal size crushed agg)
Proving and fitting of 1 ft long 16 mm steel bolts for base frame.
M/S NEW BUHROO ELECTRICAL AND MECH ENGG WORKS
M/S FAFOO ENTERPRISES
SYED MOHAMMAD SHAH
M/S M M ENTERPRISES
M/S UMER ENTERPRISES
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