Tirumala Tirupati Devasthanams Tender
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Tirumala Tirupati Devasthanams Tender
Civil And Construction
Road Construction
Opening Date8 Oct 2020
Closing Date22 Oct 2020
Tender Amount₹ 63,41,041
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
353821Bid Award Id
ViewTender No
195 /SE-II/TTD/2020-21Tender Authority
Tirumala Tirupati Devasthanams ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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Documents
BOQ Items
Develping of car parking;Note : 1. Thickness of interlocking pavers and underlaying sand bed shall be as per the Table 1 of IRC SP:63-2004 based on the traffic and type of road. The data can be worked out accordingly. i.e., 1. Cycle tracks and pedestrian footpaths, 2. Residential streets, 3. Industrial streets, bus and truck parkings areas and 4. Arterial streets, etc.,2. The base and sub-base over which interlocking pavers are to be laid shall also be as per the Table 1 of IRC SP:63- 2004 based on the traffic and type of road / ground surfaces.
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-
-
Develping of car parking;Centering and Scaffolding charges for VCC vertical walls of plain surface (rate is for both sides centering ) including open drains, all materials and labour charges for forming and dismantling etc., complete as directed during execution.
250
-
316230
Develping of car parking;NOTE : The centering charges is for both faces of the wall. The measurement of centering charges shall be in sqm for one face only and centering charges are for two faces of centering.
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-
Develping of car parking;Providing, laying, spreading and compacting graded stone aggregate (IRC size HBG crushed stone aggregate confirming to Table 400-12 & Table 400- 13) to Wet mix Macadam specification including premixing the material with water at OMC in Mechanical mixer, carriage of mixed material by Tipper to site, laying in uniform layers in sub-base and / base course on a well prepared sub-base and compacting with Vibratory roller 8-10 Tonnes weight to achieve desired density including lighting, barricading and maintenance of diversion etc., as per Technical specification vide clause No.406 of MORTH (5th Revision) etc., complete in all respects and as directed by Engineer-in-charge during execution. for thickness of more than 100mm using vibratory roller
550
-
1363769
Develping of car parking;6. The Excavator- Loader (JCB) should have the Tacho metre and it should function properly.
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-
Develping of car parking;5. The payment of the Excavator- Loader (JCB) should be paid hourly basis subject to the condition 2&3 cited above.
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Develping of car parking;4. The rate of per hour is inclusive of all the costs like POL, Transportation of Machine, Driver Batta and other incident charges.
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-
Develping of car parking;3. The Excavator- Loader (JCB) should be able to load 20 tractor as per hour with quantum of 2.83 cubic metre of loose factor per each tractor.
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-
Develping of car parking;2. The Excavator- Loader (JCB) should be able to excavate a minimum of 40 cubic meter of Earth per hour.
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Develping of car parking;1. The owner should transport the JCB to the work spot at his own costs
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-
Develping of car parking;Supply of machinery in desilting works guide lines for engaging Excavator- Loader (JCB) (Capacity / out put of machine 0.24/1 Cum)
10
-
12318.2
Develping of car parking;Providing traditional centering, shuttering and scaffolding using Casurina Ballies, Bamboos, Wooden Reapers, Runners, wall plates etc for CC vertical walls upto basement and other accessories as per the standard trade practice,including hire charges for ballies,runners,wooden members steel centering plates and cost and conveyance of all other consumable accessories,taxes etc., complete for finishing item of work. For kerb walls
210
-
37743.3
Develping of car parking;Cement Concrete(1:3:6) using 20 mm ( 0.54 cum) and 12 mm (0.36cum) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cms thick well compacted including curing,,machine mixing, cost and conveyance of all materials etc., complete.
138
-
670856.64
Develping of car parking;Cement Concrete (1:4:8) using 40 mm( 0.54 cum), 20mm (0.27 cum) and 12 mm (0.09 cum) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cms thick well compacted including curing, machine mixing, cost and conveyance of all materials etc., complete.
12
-
52753.2
Develping of car parking;Filling of foundations and basement with best river sand in layers of not more than 15 cms. thick each well watered to saturation and consolidated including cost and conveyance of all materials, incidental charges etc., complete.
190
-
225102.5
Develping of car parking;Conveyance of excavated surplus earth/debris to a distance 2 kms from the site of work at the place specified by the Engineer-in-Charge including loading and unloading etc., complete as directed during execution.
4475
-
189337.25
Develping of car parking;Earthwork excavation for road way in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with intial lift of 3 m and lead up to 1000 mt, including trimming bottom and side slopes in accordance with with requirements of lines grades and cross sections as per technical specifications clause 302.3.5 MORD/301 MORTH - Mechanical means. Note: 11. The quality, quantity and availability of rock shall be checked before affording credit.2. In case some rock is issued to the contractor, rate as arrived per cum to that issued extent shall be deducted.3. In case some rock is issued to the contractor at site , the item carriage shall be restricted / reduced to that extent.4.Being small quantity, manual loading will be economical in this case and has been provided accordingly.
90
-
77132.7
Develping of car parking;Earthwork excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all Operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., complete for finished item of work. Ordinary soil-Mechanical means up to 3m depth. Note: Cost of dewatering up to 5% of a+b may be added, where required, up to 10% of labour cost. Assessment for dewatering shall be made as per site conditions.
4350
-
291667.5
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