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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -13.45% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹1.1 L (0.80%)Admitted-Finance | -14.28% | ₹1.4 Cr+₹1.1 L (0.80%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹13.7 L (10.0%)Admitted-Finance | -4.77% | ₹1.5 Cr+₹13.7 L (10.0%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 Cr+₹20.3 L (14.8%)Admitted-Finance | -1.01% | ₹1.6 Cr+₹20.3 L (14.8%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹31.3 L (22.9%)Admitted-Finance GROUND AIRA ROAD NAWRANGABAD KHERI UTTAR PRADESH 262701 UDYAM UP 48 0008754 | KHERI | UTTAR PRADESH | 262701 | +1.13% | ₹1.7 Cr+₹31.3 L (22.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Modern Trading Company L5 | M/s UMESH CONSTRUCTION L3 | Mudit Construction L4 | Agarwal Construction company L2 | SAGARAM INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00NON BSR ITEM | ||||||||
| 2.00Providing and fixing self-supported, ribbed, high quality high grade (D350 MPA Yst Min) Pre- painted Galvalume steel roof sheet, coated with bare galvalume coating AZ 150, @ 150 grs/Smtr 55% AL, 45% Zn) by hot dip process, of total coated thickness as specified for different spans with atolerance of +/- 0.02 mm, according to technical specificatoin confirming to A 792 with NCCA ll-1 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 technical reqquriements such as turbo ventilaors of 0.60 mts. dia and skyfights of size 4.26 x 0.60 mts. | ||||||||
| 3.00 | 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
(a). Span: 24.5 M
(b). Length: 61 M
(c) Height: 8 M
(d). Arch Rise: 4.9 M (Span By 5)
(e). No. of Bays: 1
(f). Laid Area: 1734 Sq.M.
Color Coated GALVALUME Steel (Complied to ASTM A792 Standards),
• Base Metal Thickness (BMT) : 1.4 MM.
• Tolerance : -/+ 0.02 MM
• Width of Coil : 912MM
• Tolerance : -/+ 2MM
• Coating Mass : AZ 150
• Yield strength : 350 MPA
Including Consumables Anchors, Fasteners, Washers, Epoxy Paint, Lacer, Rubber Paint, Hangers / Clamps under works contract (For Light hanging purpose) and Transportation of Galvalume Coils to Site. | 1,426.36 | Sqm | 3,500 ₹49,92,260 | 2,750 ₹39,22,490 | 2,900 ₹41,36,444 | 2,645 ₹37,72,722.2 | 2,500 ₹35,65,900 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
3 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
RSAMB BHILWARA
Const of covered auction platfarm 230ftx80ft by Self Supporting Metallic roofing front side of office building at Kums Pratapgarh
2026_RSAMB_571264_12
RSAMB/BHILWARA/NIB NO 06/2026-27
Open Tender
Civil Works
Percentage
300 days
PRATAPGARH
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
EE, RSAMB
₹3.2 L
Yes
7 Jul 2026
26 Jun 2026
6 Jul 2026
26 Jun 2026
3 Jul 2026
26 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | PART "A" CIVIL WORKS | - | - | - | - |
| - | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | 173.75 | Cum | 930 | ₹1,61,587.5 |
| - | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | 96.26 | Cum | 637 | ₹61,317.62 |
| - | Demolishing stone rubble masonry 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: In cement mortar. | 56.12 | Cum | 641 | ₹35,972.92 |
| - | Demolishing brick work 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. In cement mortar. | 59.19 | Cum | 538 | ₹31,844.22 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | 850.68 | Cum | 175 | ₹1,48,869 |
| - | Carriage of Earth, Sand, Lime, Morrum manure or sludge upto 2 km lead | 232.94 | Cum | 89 | ₹20,731.66 |
| - | Carriage of Earth, Sand, Lime, Morrum manure or sludge upto 5 km lead | 579.65 | Cum | 125 | ₹72,456.25 |
| - | 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, 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 | 236.4 | Cum | 178 | ₹42,079.2 |
| - | 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 168.84 | Cum | 3,302 | ₹5,57,509.68 |
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