Jaipur Development Authority Tender
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The JDA has issued a formal invitation for competitive bids for the Jaipur Development Authority project, for Various Development Work In Rjada Farm House Scheme At Village Rojda, Tehsil Jalsu, Zone 12a, Jda, Jaipur in Jaipur, Rajasthan, with an estimated contract value of Rs. 1,08,55,000. The bid opening date for this tender is 04-07-2024 and the last date for bid submission is 14-07-2024. Interested bidders for Jaipur Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Jaipur Development Authority - JDA Tender
Opening Date4 Jul 2024
Closing Date14 Jul 2024
Tender Amount₹ 1,08,55,000
Costs
EMD
₹ 2,17,100Document Cost
₹ 1,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_JDAJP_402036_1Bid Award Id
ViewTender No
JDA/EE-12A/04/2024-25Tender Authority
Jaipur Development Authority ViewPurchaser Address
-Website
http://jda.urban.rajasthan.gov.in
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Documents
BOQ Items
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per MoRD Specification Clause 408.
Using naturaly occuring gravel
630
226800
360
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Prime Coat
Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502
10100
318150
31.5
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Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all
leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30)
1111
2689731
2421
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510
By Mechanical Means Bitumen (VG-30)
10100
390870
38.7
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Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401.
For Grading I Material
1515
606757
400.5
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
10100
90900
9
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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5
11520
362880
31.5
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508.
By Mechanical Means Bitumen (VG-30)
424.2
1154884
2722.5
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
10100
109080
10.8
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
2100
2249100
1071
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
75
154372
2058.3
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Direction and Place Identification signs with size more than 0.9 sqm size board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over
aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701
3.24
29743
9180
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CEMENT CONCRETE (CAST-IN-SITU)
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
25
72067
2882.7
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Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including
dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of
surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils
675
75330
111.6
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Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
Cement Mortar 1:3 ( 1-Cement : 3-Sand).
765
1682694
2199.6
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Jaipur, Rajasthan