Local Self Government Department Tender
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Costs
EMD
₹ 12,050Document Cost
₹ 970Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_711207_6Tender No
ET-3/2024-25/AE/LIDEW/CPYMUNTender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
82.41
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OD63670/2024-2025:Supplying and engaging man mazdoor for replacing existing rings from the well and stacking at suitable place including all charges etc.. complete
6
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OD63659/2024-2025:Supplying and providing RCC ring for open wells, having thickness 7.500cm on top and 5.00cm at bottom and height of 30.00cm, including conveying, lowering and placing in position, covering the ring with 20mm metal having thickness 15cm all round, including all hire and labour charges etc.. complete
43
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OD63672/2024-2025:Supply, install, test and commissioning of tube well submersible motor and pump set up to and including 10 HP in existing tube well with following:a) 50mm dia UPVC 66m, b) 3 core 4 sqmm upvccable 70m, c) Nylon rope for hanging the motor d) GI clam, e) Non return valve, f) 50mm GI bend, 50mm GI pipe upto non return valve g) Panel boardmade of powder coated GI sheet with suitable frame work with Remarked DOL starter, main switch 440 Volts, 100 MA 4 Pole ELCB, Capacitor, Selector switch- 2 Nos, Ammeter, Voltmeter, Indicating lamp - 3 Nos, ( Rate per HP )
10
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15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
4.5
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7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.67
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
0.3
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10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
120
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9.117.2:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 42x50 mm
5.7
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9.118.2:Providing and fixing to existing door frames30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge.
1.58
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