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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.5 LAccepted-AOC BLOCK NO 306 A SAI NIVAS CHOUDHARY CHOWK JARIPATKA NAGPUR 440014 | NAGPUR | NAGPUR | MAHARASHTRA | 440014 | L1 | Accepted-AOC Amount Awarded after deduction of Schedule of Credit. | |
| 2 | L2₹90.8 L+₹7.4 L (8.85%)Rejected-Finance | L2 | Rejected-Finance Other than Lowest Bidder | |
| 3 | L3₹95.2 L+₹11.7 L (14.0%)Rejected-Finance | L3 | Rejected-Finance Other than Lowest Bidder | |
| 4 | L4₹96.6 L+₹13.1 L (15.7%)Rejected-Finance BHAWANI KRUPA GANDHI CHOWK PULGAON | PULGAON | WARDHA | MAHARASHTRA | L4 | Rejected-Finance Other than Lowest Bidder | |
| 5 | L5₹96.8 L+₹13.3 L (16.0%)Rejected-Finance STREET NO 11 SECTOR 4 TILAK NAGAR SAGAR ROAD BIKANER 334001 RAJASTHAN | BIKANER | BIKANER | RAJASTHAN | 334001 | L5 | Rejected-Finance Other than Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S JAI BHAWANI CONSTRUCTIONS L4 | chronicle enterprises L6 | M/s Shrangi Rishi Construction L2 | Manoj Jethani L1 | M/s T.S.JOHAR L3 | Jasraj & Company L5 | M/s SHREE SAIBABA CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer in charge | 532.29 | Cum | 130 ₹69,197.7 Lowest | 180 ₹95,812.2 | 220 ₹1,17,103.8 | 150 ₹79,843.5 | 300 ₹1,59,687 | 300 ₹1,59,687 | 150 ₹79,843.5 |
| 2.00 | Removal of excavated soil exec 1.5 km and n exc 5.0 Km and deposition where directed at a level n exc 1.5m above the starting point complete all as specified and as directed. | 106.46 | Cum | 120 ₹12,775.2 | 120 ₹12,775.2 | 500 ₹53,230 | 80 ₹8,516.8 | 150 ₹15,969 | 200 ₹21,292 | 50 ₹5,323 Lowest |
| 3.00 | M & L For Moorum/red bajri filling in floors or pavings, laid in layers properly compacted in layers by Vibrator Compactor exc. 15 cm thick, spread, levelled and watered, Complete all as specified and directed by Engr in charge. | 259.14 | Cum | 750 ₹1,94,355 Lowest | 810 ₹2,09,903.4 | 1,000 ₹2,59,140 | 800 ₹2,07,312 | 1,300 ₹3,36,882 | 1,000 ₹2,59,140 | 900 ₹2,33,226 |
| 4.00 | M & L for Hardcore of gauge n exc. 63 mm Broken stone or boulders deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed | 164.89 | Cum | 2,200 ₹3,62,758 | 2,250 ₹3,71,002.5 | 1,650 ₹2,72,068.5 Lowest | 1,700 ₹2,80,313 | 1,650 ₹2,72,068.5 Lowest | 1,800 ₹2,96,802 | 1,700 ₹2,80,313 |
| 5.00 | Supply and installation of ITF classified PP Tiles with all weather, Anti skid, fire retardant, 1 feet by one feet, 340 gm, weight carrying capacity 23 ton, double layered 15.7 mm thick all as specified and directed by Engr in charge. | 840 | Sqm | 2,800 ₹23,52,000 | 3,300 ₹27,72,000 | 2,100 ₹17,64,000 | 2,400 ₹20,16,000 | 2,499 ₹20,99,160 | 2,050 ₹17,22,000 Lowest | 4,000 ₹33,60,000 |
| 6.00 | "FIXED BASKETBALL POST
Providing and fixing of Standard Basket ball fixed pole pair regular model
*Pole will Made of 8".dia (200mm dia) Round MS Pipe thickness 5.6mm medium-
*3.2 Mtr Extn.
*Acrylic Board Thickness - 20 MM (Imported Quality), Size of Board - 180cm x 105cm
*Dunking Ring
*Quality Net white colour
*Epoxy Painted white colour (including all civil work for grouting in ground, all accessories, freight, unloading, base plate if required and shifting to site all as specified by the manufracturer and directed by the Engr in Charge) | 2 | Pair | 1,90,000 ₹3,80,000 | 2,55,000 ₹5,10,000 | 1,50,000 ₹3,00,000 Lowest | 2,10,000 ₹4,20,000 | 1,99,000 ₹3,98,000 | 1,80,000 ₹3,60,000 | 2,00,000 ₹4,00,000 |
| 7.00 | M&L for 125mm thick cement concrete 1:4:8 type D-2 as in sub base etc complete all as directed. | 1,177.54 | Sqm | 575 ₹6,77,085.5 | 600 ₹7,06,524 | 520 ₹6,12,320.8 | 430 ₹5,06,342.2 Lowest | 619 ₹7,28,897.26 | 750 ₹8,83,155 | 500 ₹5,88,770 |
| 8.00 | M&L RCC M20 ( Design Mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete | 108.24 | Cum | 5,800 ₹6,27,792 Lowest | 6,000 ₹6,49,440 | 9,500 ₹10,28,280 | 5,800 ₹6,27,792 Lowest | 7,800 ₹8,44,272 | 7,000 ₹7,57,680 | 7,000 ₹7,57,680 |
| 9.00 | M&L for Mild Steel TMT bars 8 mm and above dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 3,549.62 | Kg | 125 ₹4,43,702.5 | 111 ₹3,94,007.82 | 105 ₹3,72,710.1 | 98 ₹3,47,862.76 | 99 ₹3,51,412.38 | 110 ₹3,90,458.2 | 75 ₹2,66,221.5 Lowest |
| 10.00 | M&L for sand filling under floor or in foundation including watering and consolidation etc complete all as directed. | 17.5 | Cum | 2,200 ₹38,500 | 2,250 ₹39,375 | 1,850 ₹32,375 | 2,800 ₹49,000 | 1,900 ₹33,250 | 1,400 ₹24,500 Lowest | 1,500 ₹26,250 |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
4 Apr 2026, 6:00 pmClosed
CWE Nagpur
Commander Works Engineer Bldg No. P-9, Sitabuldi Fort, Nagpur - 440 001 Pin-900419, C/o 56 APO
PROVN OF SYNTHETIC BASKETBALL COURT AT GRC KAMPTEE
2026_MES_755593_1
84920/E8
Open Tender
Civil Works
Item Rate
180 days
GE Kamptee
As per tender documents
7 documents required · 7 mandatory
₹1,000
Yes
GE Kamptee
₹1.9 L
Yes
8 May 2026
7 Mar 2026
6 Apr 2026
7 Mar 2026
4 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer in charge | - | Cum | - | - |
| 2 | Removal of excavated soil exec 1.5 km and n exc 5.0 Km and deposition where directed at a level n exc 1.5m above the starting point complete all as specified and as directed. | - | Cum | - | - |
| 3 | M & L For Moorum/red bajri filling in floors or pavings, laid in layers properly compacted in layers by Vibrator Compactor exc. 15 cm thick, spread, levelled and watered, Complete all as specified and directed by Engr in charge. | 259.14 | Cum | - | - |
| 4 | M & L for Hardcore of gauge n exc. 63 mm Broken stone or boulders deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed | 164.89 | Cum | - | - |
| 5 | Supply and installation of ITF classified PP Tiles with all weather, Anti skid, fire retardant, 1 feet by one feet, 340 gm, weight carrying capacity 23 ton, double layered 15.7 mm thick all as specified and directed by Engr in charge. | - | Sqm | - | - |
| 6 | "FIXED BASKETBALL POST
Providing and fixing of Standard Basket ball fixed pole pair regular model
*Pole will Made of 8".dia (200mm dia) Round MS Pipe thickness 5.6mm medium-
*3.2 Mtr Extn.
*Acrylic Board Thickness - 20 MM (Imported Quality), Size of Board - 180cm x 105cm
*Dunking Ring
*Quality Net white colour
*Epoxy Painted white colour (including all civil work for grouting in ground, all accessories, freight, unloading, base plate if required and shifting to site all as specified by the manufracturer and directed by the Engr in Charge) | - | Pair | - | - |
| 7 | M&L for 125mm thick cement concrete 1:4:8 type D-2 as in sub base etc complete all as directed. | - | Sqm | - | - |
| 8 | M&L RCC M20 ( Design Mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete | - | Cum | - | - |
| 9 | M&L for Mild Steel TMT bars 8 mm and above dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | - | Kg | - | - |
| 10 | M&L for sand filling under floor or in foundation including watering and consolidation etc complete all as directed. | - | Cum | - | - |
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