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Tender For Laying Of Cement Concrete Pavement Downside Ramp Portion Near Swimming Pool Change Room At Sai, Nssc, Bangalore., bangalore-Karnataka

Sports Authority Of India-SAI has published Tender For Laying Of Cement Concrete Pavement Downside Ramp Portion Near Swimming Pool Change Room At Sai, Nssc, Bangalore.. Submission Date for this Tender is 25-05-2024. Road Work Tenders in bangalore Karnataka. Bidders can get complete Tender details and download the document.




Tender Notice

43342626
Tender For Laying Of Cement Concrete Pavement Downside Ramp Portion Near Swimming Pool Change Room At Sai, Nssc, Bangalore.
Open Tender
Indian
Karnataka
bangalore
25-05-2024

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Tender Details

Tender For Laying Of Cement Concrete Pavement Downside Ramp Portion Near Swimming Pool Change Room At Sai, Nssc, Bangalore.

Key Value

Document Fees
Refer document
EMD
INR 53667.0 /-
Tender Value
INR 26.83 Lakhs /-

Attachment

FileName File Description File Size
25c9dfe4-ddfe-4055-b3c6-04c02cd5db95.html Tender Notice 0 KB
BOQ_847868.xls Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: Laying of Cement Concrete Pavement Downside Ramp portion Near Swimming Pool Change room at SAI, NSSC, Bangalore.
Sl. No. Item Description
1Civil
2Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
3Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All Kinds of Soil
4Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
5Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
6Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
9Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : .1Water bound macadam road
10Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
11Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
12Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1. Cement concrete prepared with batch mixing machine
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.. Thermo-Mechanically Treated bars of grade Fe-500D or more
14Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
15Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion jointsin roads / pavements all complete as per direction of the Engineer-in-Charge. 16.46.1 Using grade "A" sealing compound conforming to IS: 1834.
16Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 185 sq. mm and upto 400 sq. mm.
17Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
18Providing and fixing soil, waste and vent pipes : 75 mm diameter : Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
19Supplying of 3.5cX300sqmm aluminum cable as per the requirement at site with all necessary accessories as per direction of Engineer incharge
20Core cutting in RCC beams, slabs, side walls etc. for making holes in RCC beam, slabs, side walls etc. circular in shape having dia. 300mm using RCC Diamond cutting tool, including removing all debris etc. complete as per direction of Engineer
21SUPPLY AND FIXING OF L T DISTRUBUTION PANEL BOARD AS PER THE BELOW BILL OF MATERIALS 1 NO= 6 FEET / 6 FEET M X POWDER COATED BOX MADE OUT OF 16 G CRCA SHEET WITH APPROVED COLOUR POWDER COATING SUITABLE TO MOUNT ON THE FLOOR WITH BOTTOM C TYPE CHANNEL FRAME ELECTRICAL SWITCHGEARS AS BELOW INCOMER • 1 NO= 420 AMPS 4 POLE 36 K A MCCB WITH MICROPROCESSED TRIP UNIT, • 1SET= ROTARY HANDLE AND SPREADERS FOR MCCB • 1NO= SHUNT RELEASE COIL OUT GOING • 3 NOS= R Y B PHASE INDICATION LAMPS WITH CONTROL MC B • 1NO= DUAL SOURCE METER WITH M F M , WITH R S 485 COMMUNICATION PORT • 3 NOS= C T COIL CLASS 400/5 • 1 SET= 400 AMPS TPN COPPER BUS BAR • 1 NO= 320 amps 4 pole mccb with rotary handle • 1 NO= 250 amps 4 pole mccb with rotary handle • 1 NO= 150 amps 4 pole mccb with rotary handle • 1 NO= 100 amps 4 pole mccb with rotary handle • 15 NOS= 32 TO 63 AMPS 4 POLE MCB
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