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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.1 LAccepted-AOC | 1 | Accepted-AOC L1 Bidder AOC issued | |
| 2 | 2₹19.9 L+₹82,777 (4.34%)Rejected-Finance | 2 | Rejected-Finance L2 Bidder | |
| 3 | 3₹22.1 L+₹3.0 L (15.9%)Rejected-Finance BADWALI DHANI NEAR KANAKPURA RAILWAY STATION SIRSI JAIPUR JAIPUR RAJASTHAN 302012 | JAIPUR | RAJASTHAN | 302012 | 3 | Rejected-Finance L3 Bidder | |
| 4 | 4₹28.6 L+₹9.5 L (50.0%)Rejected-Finance | 4 | Rejected-Finance L4 Bidder | |
| 5 | Rejected-Technical | - | Rejected-Technical Technically Disqualified |
Tender Value
Refer Docs
EMD Value
₹48,000
Closing Date
17 Jan 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Harish Kumar Yadav
RGIPT Jais Amethi
Construction and Resurfacing of Synthetic Courts
2024_RGIPT_841301_1
RGIPT/Synthetic Court/01/2024
Open Tender
Civil Works
Buy
RGIPT Jais Amethi
Please refer Tender Documents
2 documents required · 2 mandatory
₹0
₹48,000
Yes
RGIPT IWD Office
18 Mar 2025
24 Dec 2024
18 Jan 2025
24 Dec 2024
17 Jan 2025
24 Dec 2024
24 Dec 2024 - 13 Jan 2025
8 Jan 2025
Amount
Description
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 sqm on plan), including dressing of sides and ramming of bottoms, for all lift , including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Steel 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.
Add for using extra cement in the items of design mix over and above the specified cement content therein.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in?charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20
Groove cutting in C.C. pavement for expansion joints using heavy duty cutting machine with diamond cutting wheel as per direction of engineer -in-charge. Groove Size: 1 cm width & 5 cm depth
Providing and Laying of ITF certified synthetic coat flooring with first layer of concrete primer second layer of acrylic resurfacer with sand and cement , third to seventh layer of cushion coat and after that two coats of acrylic colour and above that line marking etc for the sports court, including all consumables as per manufacturers specifications and direction of engineer -in-charge.
Providing and Laying of ITF certified synthetic coat flooring with two coats of acrylic colour and above that line marking etc for the sports court, including all consumables as per manufacturers specifications and direction of engineer -in-charge.
JMD CONSTRUCTION (BID ID -3154225)
RAMESH CHAND YADAV (BID ID -3153236)
N K AND BROTHERS (BID ID -3154482)
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