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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.7 LAccepted-AOC 148 SANGHI STREET MHOW MP 453441 | MHOW | INDORE | MP | 453441 | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹61.9 LSame as L1Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | Rejected-Technical 17 1 OLD PALASIYA INDORE MP 452001 | INDORE | MADHYA PRADESH | 452001 | - | Rejected-Technical Due to NO adverse remarks reflected in WLR of HQ CECC |
| Sl No | Description | Qty | Unit | M/S Ashish Construction L1 | ram prashad chotelal batham L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation over areas not exceeding 1.5 mtrs deep and gatting out soft/loose soil complete all as specified and directed. | 1,495 | Cum | 150 ₹2,24,250 | 80 ₹1,19,600 Lowest |
| 2.00 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering and roolled with 8 to 10 tonnes vibrator power roller to camber gradient required including watering and well ramming complete all as specified and directed. | 690 | Cum | 425 ₹2,93,250 | 410 ₹2,82,900 Lowest |
| 3.00 | Rolling consolidating formation surfaces of road in cutting with exceeding 8 tonne and not exceeding 12 tonne power roller and forming required level ,gradient and camber including filling in hollows and depressions, watering as necessary complete all as specified and directed. | 230 | Per Ten Sqm | 60 ₹13,800 | 50 ₹11,500 Lowest |
| 4.00 | M&L for 200mm spread thickness soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | 230 | Per Ten Sqm | 1,800 ₹4,14,000 Lowest | 2,200 ₹5,06,000 |
| 5.00 | M&L for 150 mm thick (Compacted thickness) WBM in two layers of 7.5cm thick each with coarse aggregates of granite, trap or basalt of grading 2 (63mm to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. | 230 | Per Ten Sqm | 2,600 ₹5,98,000 | 1,600 ₹3,68,000 Lowest |
| 6.00 | Preparing WBM surface road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bituminous primer (paving bitumen) grade VG 30 @ 10 Kg per 10 Sqm complete all as specified and as directed. | 230 | Per Ten Sqm | 500 ₹1,15,000 | 350 ₹80,500 Lowest |
| 7.00 | Material and labour for premix Bituminous Macadam with 4 % binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber using mechanical sensor paver and roller of type & capacity all as specified in MoRTH and TI 09/2009 complete all as specified and directed. | 115 | Cum | 5,600 ₹6,44,000 Lowest | 7,000 ₹8,05,000 |
| 7.01Notes:- (a) Aggregate used in the work shall be obtained from approved source . (b) Minimum content of Cement filler shall be 2% by weight of total mix and dossage shall be as per design mix. No price adjustment shall be applicable if excess quantity of filler is used/approved due to design requirement in the execution of work under this item (c) No price adjustment shall be made for any extra quantity of binder due to design requirement. (d).Cost of testing charges as per (IS),Preparation of moulds,penetration test, Viscosity test,Bitumin extraction test ,, Marshall stability test not less than 1200kg using hot mix plant, spread, rolled and consolidated to required gradient and camber using mechanical sensor paver and roller of type & capacity all as specified in MoRTH and TI 09/2009 . core cutting, materials and transpotation etc for job mix formula shall deem to be included in quoted rate) . (e) Mix shall be from hot mix plant and laying shall be done with mechanical paver. (f) During the laying minimm 02 x water browser shall be available at site . | |||||
| 8.00 | Preparing black top surface road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bituminous primer (paving bitumen) VG-30 grade @ 5 Kg per 10 Sqm complete all as specified and as directed. | 245 | Per Ten Sqm | 325 ₹79,625 Lowest | 3,211 ₹7,86,695 |
| 9.00 | M &L for bitumenous premix Semi-Dense Asphaltic Concrete 40 mm thick consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of grade 30 (VG 30) ,rolled and compacted, mixed in mechnical hot mixed plant and premixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 10 ton power roller to required compaction complete all as specified and directed. | 475 | Per Ten Sqm | 4,200 ₹19,95,000 | 3,511 ₹16,67,725 Lowest |
Tender Value
₹77.7 L
EMD Value
₹1.4 L
Closing Date
23 Mar 2026, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW (M.P)-453441
SPECIAL REPAIR TO CERTAIN ROADS AT MCTE UNDER GE MCTE MHOW
2026_MES_755087_1
CWE/MHOW/81(T) OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
HQ CWE MHOW
Please refer tender docs
8 documents required · 8 mandatory
₹1,000
GE (MCTE) MHOW
₹1.4 L
4 May 2026
3 Mar 2026
25 Mar 2026
3 Mar 2026
23 Mar 2026
16 Mar 2026
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