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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance GROUND AIRA ROAD NAWRANGABAD KHERI UTTAR PRADESH 262701 UDYAM UP 48 0008754 | KHERI | UTTAR PRADESH | 262701 | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 Cr+₹18.1 L (4.99%)Admitted-Finance | ₹3.8 Cr+₹18.1 L (4.99%) | L2 | Admitted-Finance |
| 3 | L3₹4.0 Cr+₹36.9 L (10.1%)Admitted-Finance | ₹4.0 Cr+₹36.9 L (10.1%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| Sl No | Description | Qty | Unit | RAJEEV BUILDERS L2 | Modern Trading Company L1 | MS BALAJI BUILDERS, TARANAGAR L3 |
|---|---|---|---|---|---|---|
| 1.00(A) Const. of Covered Auction Platform by Coloure Coated Galvalume Self Supported Roof Structure Without Trusess Size 320'X75' at Sub yard Khinwsar Under KUMS Nagaur Distt Nagaur.(under Dr. Shyama Prasad Mukherji District Uplifitment Scheme) | ||||||
| 1.01 | Providing and fixing self-supported, ribbed, high quality high grade (D350 MPA Yst Min) Pre- painted Galvalume steel roof sheet, coated with base Galvalume coating AZ 150, a 150 grs/Smir 55 AL, 45% Zn) by hot dip process, of total coated thickness as specified for different spans with a tolerance of +/- 0.02 mm, according to technical specificatoin confirming to A 792 with NCCA II-I or ECCA T4 pencil hardness HB. NCCA standard T- Bend test The roof should be fasened to the gutter beam, on the external sloping side, at an interval of 51 mm centre to centre, to a depth of 65 mm with Ghanchor bolts and neoprene washeres & subjecting the gutter beam to schmidt hammer test to ensure the anchorage of the anchor bolts, the self suported roofing system should be designed to with stand the wind load (As per Is 875 part-3) with any other tecimcal reqquriements Fixed one in each row @ 10.00 mtr C/C along the length & hangers for electrical fixtures as per the requirments including cost of all materials & Labour for erection all lead and lift loading & unloading HOM of machineries etc complete as per the standard detailed technical specification desgin and directon of the engineer in charge [A] Total coated thickness BMT 1.20mm, TCT 1.25mm tolerance +/-0.04mm | 2,588 | Sqm | 2,960 ₹76,60,480 | 2,700 ₹69,87,600 Lowest | 3,060 ₹79,19,280 |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
5 Aug 2026, 6:00 pmClosed
Executive Engineer
RSAMB Division Ajmer
Construction of Covered Auction Platform by Self supported Roof Structure without Trusses and Internal Road at Khinvsar under KUMS Nagaur Pkg-02 / 2026-2027 (under Dr. Shyama Prasad Mukherji District Upliftment Scheme)
2026_RSAMB_575897_5
RSAMB/Div Ajmer/NIT-04/2026-27
Open Tender
Civil Works
Percentage
Ajmer
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
EE RSAMB Ajmer
₹8.8 L
Yes
12 Aug 2026
20 Jul 2026
7 Aug 2026
20 Jul 2026
5 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(A) Const. of Covered Auction Platform by Coloure Coated Galvalume Self Supported Roof Structure Without Trusess Size 320'X75' at Sub yard Khinwsar Under KUMS Nagaur Distt Nagaur.(under Dr. Shyama Prasad Mukherji District Uplifitment Scheme) | |||||
| 1.01 | Providing and fixing self-supported, ribbed, high quality high grade (D350 MPA Yst Min) Pre- painted Galvalume steel roof sheet, coated with base Galvalume coating AZ 150, a 150 grs/Smir 55 AL, 45% Zn) by hot dip process, of total coated thickness as specified for different spans with a tolerance of +/- 0.02 mm, according to technical specificatoin confirming to A 792 with NCCA II-I or ECCA T4 pencil hardness HB. NCCA standard T- Bend test The roof should be fasened to the gutter beam, on the external sloping side, at an interval of 51 mm centre to centre, to a depth of 65 mm with Ghanchor bolts and neoprene washeres & subjecting the gutter beam to schmidt hammer test to ensure the anchorage of the anchor bolts, the self suported roofing system should be designed to with stand the wind load (As per Is 875 part-3) with any other tecimcal reqquriements Fixed one in each row @ 10.00 mtr C/C along the length & hangers for electrical fixtures as per the requirments including cost of all materials & Labour for erection all lead and lift loading & unloading HOM of machineries etc complete as per the standard detailed technical specification desgin and directon of the engineer in charge [A] Total coated thickness BMT 1.20mm, TCT 1.25mm tolerance +/-0.04mm | 2,588 | Sqm | - | - |
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