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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.3 LAccepted-AOC 1010 NANDANPURA BABINA CANTT DIST JHANSI 284401 | BABINA CANTT | JHANSI | UTTAR PRADESH | 284401 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹55.8 L+₹6.3 L (12.7%)Rejected-Finance NEAR PUMP HOUSE ROAD NEAR RED ROSE SCHOOL BABINA CANTT JHANSI DISTT UP 284401 | JHANSI | UTTAR PRADESH | 284001 | L2 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | M/S Ritu Tandon L2 | M/S M S Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforced) in Ground floor and pavings n exc 15 cm thickness (belove or above ground level ) and removing rubbish from site complete all as specified and as directed | 110 | Cum | 150 ₹16,500 Lowest | 151 ₹16,610 |
| 2.00 | M&L Soling 150mm(spread thickness) ( or sub base) thick with broken boulders or quarried stone, interstices filled, surface formed and rolling and consolidating formation surfaces in using. 8 tonne to 12 tonne power roller required gradient and chamber complete all as specified as directed. | 110 | Ten Sqm | 1,600 ₹1,76,000 | 1,299 ₹1,42,890 Lowest |
| 3.00 | M&L for 7.5 cm thick (compacted thickness) WBM with coarse stone aggregate of granite trap or basalt grading 2 (63 to 40mm) or of grading 3 (50 to 20mm) spread, rolled and consolidated to gradient material and camber required with 8 to 12 tonne power roller complete all as specified and directed. | 110 | Ten Sqm | 1,200 ₹1,32,000 Lowest | 1,400 ₹1,54,000 |
| 4.00 | M and L 75 mm thick PCC 1:3:6 type C-2 (40mm graded stone aggts) as in sub base of Path all as specified and directed | 110 | Sqm | 250 ₹27,500 Lowest | 340 ₹37,400 |
| 5.00 | Machine pressed precast concrate interlocking paver block with grey cement and pigment and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade and jointed in bedding layer CM 1:4 for laying finishes laid over and including 50mm thick sand river complete all as specified as directed. | 1,100 | Sqm | 680 ₹7,48,000 | 600 ₹6,60,000 Lowest |
| 6.00 | M and L PCC 1:3:6 type C-1 (20mm graded stone aggts) as in coping ,benching etc all as specified and directed | 5 | Cum | 4,000 ₹20,000 | 3,500 ₹17,500 Lowest |
| 7.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc and sweeping with brooms and finally faning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed. | 900 | Ten Sqm | 40 ₹36,000 Lowest | 50 ₹45,000 |
| 8.00 | M&L for applying evenly a tack coat of bitumnous primer at 5 Kg per 10 Sqm using paving bitumen VG - 10 and complete all as specified and directed. | 720 | Ten Sqm | 400 ₹2,88,000 | 399 ₹2,87,280 Lowest |
| 9.00 | M&L for providing bituminious premix asphaltic semi dense concrete 30mm thick consolidated thickness with 5.5% binder content by wight of total mix, with using paving bitumen VG-30 laid/spread uniformly by means of mechanical pavers over primed WBM surfaces. rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed. | 900 | Ten Sqm | 2,550 ₹22,95,000 | 2,449 ₹22,04,100 Lowest |
| 10.00 | M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber and (consolidated thickness 75mm or less) using 4% paving bitumen by means of mechanical paver by weight or total mix complete all as specified and directed. | 190 | Cum | 6,000 ₹11,40,000 | 4,000 ₹7,60,000 Lowest |
Tender Value
₹68.0 L
EMD Value
₹1.3 L
Closing Date
5 Jun 2026, 6:00 pmClosed
SHRI ANIL KUMAR, IDSE, SE, CWE
HQ CWE JHANSI
SPL REPAIR TO INTERNAL ROADS UNDER AGE B/R-I GE BABINA
2026_MES_763623_1
CWE/JHA/BAB/TOKEN/14 OF 2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
BABINA
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹1,000
GE BABINA
₹1.3 L
Yes
21 Jul 2026
6 May 2026
8 Jun 2026
6 May 2026
5 Jun 2026
28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforced) in Ground floor and pavings n exc 15 cm thickness (belove or above ground level ) and removing rubbish from site complete all as specified and as directed | 110 | Cum | - | - |
| 2 | M&L Soling 150mm(spread thickness) ( or sub base) thick with broken boulders or quarried stone, interstices filled, surface formed and rolling and consolidating formation surfaces in using. 8 tonne to 12 tonne power roller required gradient and chamber complete all as specified as directed. | 110 | Ten Sqm | - | - |
| 3 | M&L for 7.5 cm thick (compacted thickness) WBM with coarse stone aggregate of granite trap or basalt grading 2 (63 to 40mm) or of grading 3 (50 to 20mm) spread, rolled and consolidated to gradient material and camber required with 8 to 12 tonne power roller complete all as specified and directed. | 110 | Ten Sqm | - | - |
| 4 | M and L 75 mm thick PCC 1:3:6 type C-2 (40mm graded stone aggts) as in sub base of Path all as specified and directed | 110 | Sqm | - | - |
| 5 | Machine pressed precast concrate interlocking paver block with grey cement and pigment and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade and jointed in bedding layer CM 1:4 for laying finishes laid over and including 50mm thick sand river complete all as specified as directed. | 1,100 | Sqm | - | - |
| 6 | M and L PCC 1:3:6 type C-1 (20mm graded stone aggts) as in coping ,benching etc all as specified and directed | 5 | Cum | - | - |
| 7 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc and sweeping with brooms and finally faning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed. | 900 | Ten Sqm | - | - |
| 8 | M&L for applying evenly a tack coat of bitumnous primer at 5 Kg per 10 Sqm using paving bitumen VG - 10 and complete all as specified and directed. | 720 | Ten Sqm | - | - |
| 9 | M&L for providing bituminious premix asphaltic semi dense concrete 30mm thick consolidated thickness with 5.5% binder content by wight of total mix, with using paving bitumen VG-30 laid/spread uniformly by means of mechanical pavers over primed WBM surfaces. rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed. | 900 | Ten Sqm | - | - |
| 10 | M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber and (consolidated thickness 75mm or less) using 4% paving bitumen by means of mechanical paver by weight or total mix complete all as specified and directed. | 190 | Cum | - | - |
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