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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.2 LAccepted-AOC 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹99.7 L+₹10.8 L (12.2%)Rejected-Finance STREET NO 11 SECTOR NO 04 TILAK NAGAR SAGAR ROAD BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹1.0 Cr+₹12.7 L (14.3%)Rejected-Finance 194 B 14 O BLOCK KIDWAI NAGAR KANPUR UP 208023 | KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208023 | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹1.0 Cr+₹14.6 L (16.4%)Rejected-Finance 38 49 D OLD IDGAH COLONY AGRA U P 282001 | AGRA | AGRA | UTTAR PRADESH | 282001 | L4 | Rejected-Finance 4th Lowest | |
| 5 | L5₹1.2 Cr+₹31.2 L (35.1%)Rejected-Finance | L5 | Rejected-Finance 5th Lowest |
| Sl No | Description | Qty | Unit | YAUK ENGINEERS L2 | GUPTA ENGINEERING WORKS L4 | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L1 | M/s R.V. Constructions L5 | A K BANDHUS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for preparation of surfaces of existing black top surface 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 and applying evenly a tack coat with bitumenous primer using paving bitumen at the rate of 5 kg / 10 sqm and applying premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 40 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. | 700 | Per Ten Sqm | 3,600 ₹25,20,000 | 3,700 ₹25,90,000 | 3,311 ₹23,17,700 Lowest | 4,200 ₹29,40,000 | 3,620 ₹25,34,000 |
| 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 preparation of surfaces of existing black top surface 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 and applying evenly a tack coat with bitumenous primer using paving bitumen at the rate of 5 kg / 10 sqm and premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. | 1,400 | Per Ten Sqm | 3,050 ₹42,70,000 | 3,050 ₹42,70,000 | 2,751 ₹38,51,400 Lowest | 3,250 ₹45,50,000 | 3,120 ₹43,68,000 |
| 2.01Note1 : (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. | ||||||||
| 3.00 | M&L for Premixed sand seal coat with 0.06 cu.m. of sand mixed with 6.8 kg of bitumen, applied and rolled to a uniform smooth surface complete all as specified and directed. | 20 | Per Ten Sqm | 600 ₹12,000 | 700 ₹14,000 | 3,000 ₹60,000 | 800 ₹16,000 | 570 ₹11,400 Lowest |
| 4.00 | Repair to potholes any depth, not exc 1 sq m 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 filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed. | 5 | Per Ten Sqm | 600 ₹3,000 | 800 ₹4,000 | 2,000 ₹10,000 | 2,200 ₹11,000 | 550 ₹2,750 Lowest |
| 5.00 | 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 up to outer edges of roads on existing black top surfaces complete all as specified and directed.
Notes:- (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 . | 200 | Cum | 5,000 ₹10,00,000 | 5,500 ₹11,00,000 | 3,900 ₹7,80,000 Lowest | 7,200 ₹14,40,000 | 5,100 ₹10,20,000 |
| 6.00 | Demolition of unreiforced cement concrete in ground floor and paving not exceeding 15cm thick ( below or above ground level ) complete including removal of debries out side MD land all as specified and as directed . | 90 | Cum | 140 ₹12,600 | 175 ₹15,750 | 100 ₹9,000 Lowest | 1,200 ₹1,08,000 | 100 ₹9,000 Lowest |
| 7.00 | M&L for PCC 1:3:6 type C2 using 40mm graded agrregate 100mm thick as in Sub base/ Sub floor/ Pavings as specified and directed. | 600 | Sqm | 310 ₹1,86,000 | 360 ₹2,16,000 | 220 ₹1,32,000 Lowest | 600 ₹3,60,000 | 300 ₹1,80,000 |
| 8.00 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified. | 300 | Sqm | 770 ₹2,31,000 | 820 ₹2,46,000 | 691 ₹2,07,300 Lowest | 950 ₹2,85,000 | 800 ₹2,40,000 |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
5 Sept 2025, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW (M.P)-453441
Special Repair to Road at Stn HQ complex Telegraph Road MH Complex Mhow fort DSC OTM units Area under GE MIS MHOW
2025_MES_726092_1
CWE/MHOW/22(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 (M) Inf School Mhow
₹1.8 L
7 Nov 2025
14 Aug 2025
8 Sept 2025
14 Aug 2025
5 Sept 2025
30 Aug 2025
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