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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.9 LAccepted-AOC 1010 NANDANPURA BABINA CANTT DIST JHANSI 284401 | BABINA CANTT | JHANSI | UTTAR PRADESH | 284401 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹96.8 L+₹6.1 L (6.68%)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 | |
| 3 | Rejected-Technical | - | Rejected-Technical Due to not uploaded requisite documents of Cover-I |
| Sl No | Description | Qty | Unit | M/S Ritu Tandon L2 | M/S M S Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm each and depth exc. 50 mm but n. exc 100 mm deep complete all as specified and directed by Engineer in charge. | 300 | Ten Sqm | 40 ₹12,000 Lowest | 51 ₹15,300 |
| 2.00 | M and L for 200mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber and all as directed. | 200 | Ten Sqm | 1,800 ₹3,60,000 Lowest | 1,800 ₹3,60,000 Lowest |
| 3.00 | M&L for 150mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required (of grading as specified) type of stone granite/trap /basalt and including screening with moorum, watered, consolidated and compacted each layer seperately to the required grdient and camber with 8 to 10 tonne power roller complete all as specified and directed. | 300 | Ten Sqm | 1,500 ₹4,50,000 Lowest | 1,500 ₹4,50,000 Lowest |
| 4.00 | M&L for preparing surfaces of un-surfaced WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 10 kg per 10 sq metre complete all as specified and directed. | 300 | Ten Sqm | 650 ₹1,95,000 Lowest | 700 ₹2,10,000 |
| 5.00 | M&L for Premix bituminous macadam with using paving bitumen VG-30, as 4 % of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed by Engineer in charge. | 315 | Cum | 4,750 ₹14,96,250 | 4,000 ₹12,60,000 Lowest |
| 6.00 | M&L for preparing old black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with using paving bitumen VG-10 @ 5 kg per 10 sq metre complete all as specified and directed by Engineer in charge. | 1,150 | Ten Sqm | 450 ₹5,17,500 | 399 ₹4,58,850 Lowest |
| 7.00 | M&L for providing bituminous premix asphaltic semi dense concrete (design mix) 30 mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid / spread uniformly by means of pavers over primed black top surfaces, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and as directed by the Engineer-in-Charge.
Note : Filling of any pot holes (coming in the area to be re-carpeted) in the item not exc 30mm depth by material of premix asphaltic semi dense concrete is deemed to be included in the quoted rate. | 1,300 | Ten Sqm | 2,350 ₹30,55,000 | 2,200 ₹28,60,000 Lowest |
| 8.00 | Repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, with using paving bitumen VG-10, putting in premixed bituminous macadam, well rammed and sealed with binder (paving bitumen VG-30) @ 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm complete all as specified and directed by Engineer in charge. | 2 | Ten Sqm | 1,000 ₹2,000 | 800 ₹1,600 Lowest |
| 9.00 | M&L for thermo plastic center or edge line marking (reflective type) of 2.0 mm thick centre line, stop line, dasher, arrows etc not exceeding 10cm wide of uniform finishing with machine conforming to the required to BS 3262 (Part-I) 1989 read with MoRTH specification of 803 clause 4.2.1 and 4.2.2 on bituminous surface in white / yellow / Red colour and super imposed with glass slam beats conforming to BS 6088 and MoRTH specification 803 clause 4.3.3 including cleaning of surface by removing all dust, dirt, oil grease etc including removing of existing marking with spirit / kerosene / gas burner or mechanically on bituminous surface complete all as specified and directed. | 600 | Ten RM | 410 ₹2,46,000 | 400 ₹2,40,000 Lowest |
| 10.00 | S & F in repairs CAT eye solar reflected type of metal body allow of size 100 x100x20 mm with PAMA striplens reflector of fixed with and including MS studs of suitable size as per manufactures instructions etc completed all as specified and directed. Make : Sinor / Dark Eye / 3M/ Road Knight / Avery Dennison road Sign / Greenlite)euivelent in other make | 1,600 | Each | 199 ₹3,18,400 Lowest | 200 ₹3,20,000 |
Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
5 Jun 2026, 6:00 pmClosed
SHRI ANIL KUMAR, IDSE, SE, CWE
HQ CWE JHANSI
SPL REPAIR TO ROAD BOS LINE UNDER AGE B/R-II GE BABINA
2026_MES_763637_1
CWE/JHA/BAB/TOKEN/17 OF 2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
BABINA
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹1,000
GE BABINA
₹2.1 L
Yes
10 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 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm each and depth exc. 50 mm but n. exc 100 mm deep complete all as specified and directed by Engineer in charge. | 300 | Ten Sqm | - | - |
| 2 | M and L for 200mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber and all as directed. | 200 | Ten Sqm | - | - |
| 3 | M&L for 150mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required (of grading as specified) type of stone granite/trap /basalt and including screening with moorum, watered, consolidated and compacted each layer seperately to the required grdient and camber with 8 to 10 tonne power roller complete all as specified and directed. | 300 | Ten Sqm | - | - |
| 4 | M&L for preparing surfaces of un-surfaced WBM by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 10 kg per 10 sq metre complete all as specified and directed. | 300 | Ten Sqm | - | - |
| 5 | M&L for Premix bituminous macadam with using paving bitumen VG-30, as 4 % of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed by Engineer in charge. | 315 | Cum | - | - |
| 6 | M&L for preparing old black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with using paving bitumen VG-10 @ 5 kg per 10 sq metre complete all as specified and directed by Engineer in charge. | 1,150 | Ten Sqm | - | - |
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