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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.3 LAccepted-Finance | ₹36.3 L | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹40.3 L+₹4.0 L (11.1%)Rejected-Finance 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | ₹40.3 L+₹4.0 L (11.1%) | L2 | Rejected-Finance 2nd Lowest |
| Sl No | Description | Qty | Unit | Bharadwaj Builders L1 | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.00 | M&L for preparation of surfaces of existing black top surface or bituminous macadam surfaces with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc on black top/concrete surfaces and applying evenly a priming coat/tack coat with hot pressure spray using SS (Slow Setting) bitumen cationic emulsion conforming to IS-8887/ASTMD- 2397 @ 5 Kg/10 Sqm over old bitumen surface allowing it to penetrate atleast 5 to 10 mm from top surface of old bitumen and M&L for Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller and minimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed. | 750 | Per Ten Sqm | 3,400 ₹25,50,000 Lowest | 3,691 ₹27,68,250 |
| 1.01Note1 : (a) Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, and screed temp minimum maintain not less than 140 degree cellicious finishing with electronic sensor and hydraulic controls with suitable speed 5 Km /hour and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. (v) Minimum bitumen content as mentioned in above item, if there is any variation in the actual binder content used, the rate shall be adjusted @ Rs. 50 /- per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than 5.5% as specified in BOQ. (vi) Prior to the execution of work started the Design mix of bituminous permix semi dense asphaltic concrete should be provide by the contractor from any Governement Engineering College or approved NABL lab and job mix should be approved by GE. (vii) Filler material for semi dense asphaltic concrete shall be cement only. (viii) The cost of Job mix & Lab/Feild Testing asper SSR/IS/MORTH as required shall be borne by the contractor. (ix) The hot mix plant should be approved from GE. | |||||
| 2.00 | M & L for premix bituminous macadam (consolidated thickness not more than 75 mm) 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 complete all as specified and directed. | 25 | Cum | 5,300 ₹1,32,500 Lowest | 6,200 ₹1,55,000 |
| 2.01Notes:- (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 . | |||||
| 3.00 | M & L for repairs to pot holes n exc 1 sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads, cutting around edges to at least 25 mm in depth, making good by applying tack coat of by cationic emeulsion @ 5 Kg/X sqm, putting in 25mm thick premixed semi dense asphaltic concrete with 5.5 % binder content by weight of total mix using paving bitumen of grade 30 (VG 30), rolled and compacted with 8 to 10 tonne power roller etc complete all as specified and directed depth of pot holes n exc 30 mm. | 5 | X Sqm | 2,000 ₹10,000 Lowest | 2,500 ₹12,500 |
| 4.00 | Surface dressing in berm n. exc. 15 cm and averaging 10cm deep and getting out soft/loose soil complete all as specified and directed. | 1,500 | Sqm | 12 ₹18,000 Lowest | 80 ₹1,20,000 |
| 5.00 | M&L 100 mm thick Moorum/Red bajri, spread, rolled & consolidated to gradient & camber required in light wearing surface/berms complete all as specified and directed. | 150 | X Sqm | 380 ₹57,000 Lowest | 450 ₹67,500 |
| 6.00 | M & L for cement concrete 1:4:8, type D2 using 40mm graded stone aggregate for in foundations, filling and mass concrete etc complete all as specified and directed. | 11.25 | Cum | 2,300 ₹25,875 Lowest | 2,400 ₹27,000 |
| 7.00 | Demolition of stone slabs/paver block,interlocking tile etc of any description or thickness in floors/ walls laid bedded and pointed in any mortar etc. complete removal of debris outside MD land. | 15 | XSqm | 100 ₹1,500 Lowest | 100 ₹1,500 Lowest |
| 8.00 | M&L for machine pressed precast concrete interlocing paver block any shape and size conforming to IS-15658-2006 of 60mm thickness, M-35 grade laid dry in floor/path with and including 50mm thick (Compacted thickness) crushed stone sand cushioning complete all as specified and directed. | 150 | Sqm | 740 ₹1,11,000 Lowest | 799 ₹1,19,850 |
Tender Value
₹37.5 L
EMD Value
₹75,000
Closing Date
27 Jul 2026, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW (M.P)-453441
REPAIR MAINT OF ROADS AND ROAD SIDE FURNITURE OF CERTAIN ROADS AND PATHS IN AREA OF AGE B R IV UNDER GE MCTE MHOW
2026_MES_773945_1
CWE/MHOW/04 (T) OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
HQ CWE MHOW
Please refer Tender docs
8 documents required · 8 mandatory
₹500
GE (MCTE) MHOW
₹75,000
15 Sept 2026
22 Jun 2026
29 Jul 2026
22 Jun 2026
27 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for preparation of surfaces of existing black top surface or bituminous macadam surfaces with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc on black top/concrete surfaces and applying evenly a priming coat/tack coat with hot pressure spray using SS (Slow Setting) bitumen cationic emulsion conforming to IS-8887/ASTMD- 2397 @ 5 Kg/10 Sqm over old bitumen surface allowing it to penetrate atleast 5 to 10 mm from top surface of old bitumen and M&L for Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller and minimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed. | 750 | Per Ten Sqm | - | - |
| 2 | M & L for premix bituminous macadam (consolidated thickness not more than 75 mm) 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 complete all as specified and directed. | 25 | Cum | - | - |
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