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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹32.8 L+₹69,382.50 (2.16%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | Rejected-Technical 17 1 OLD PALASIYA INDORE MP 452001 | INDORE | MADHYA PRADESH | 452001 | - | Rejected-Technical Rejected due to No adverse remarks of WLR QE June 2025 by HQ CECC |
| Sl No | Description | Qty | Unit | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L1 | Bharadwaj Builders L2 |
|---|---|---|---|---|---|
| 1.00 | M&L for preparing 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 VG-30 at the rate of 05 kg / 10 sqm and applying 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 all as specified and directed. | 780 | Per Ten Sqm | 2,699 ₹21,05,220 Lowest | 2,750 ₹21,45,000 |
| 1.02Note1 : (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. | 50 | Cum | 3,900 ₹1,95,000 Lowest | 3,900 ₹1,95,000 Lowest |
| 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 marking lines dashes,arrows,letters not exc 15cm wide on bituminous surfaces, with retro reflector thermoplastic sign glass beards @ 250 grams per sqm area conforming to MORTH & BIS specification not less then 1.50 to 2.0 mm thick of of colour/shade as applying with machine, as per manufacturer's instructions including preparation of surface i.e cleaning of surface by removing all dist, oil grease etc complete all as specified and directed. | 380 | Sqm | 400 ₹1,52,000 | 380 ₹1,44,400 Lowest |
| 4.00 | S & F in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20 mm (min size) with PAMA striplens reflector fixed with and including MS stud of suitable size as per manufactures instructions. (Make:3M/ Mr. lllumination/Dark Eye aktion Mode No.DA972.0) | 325 | Each | 290 ₹94,250 | 270 ₹87,750 Lowest |
| 5.00 | S&F in repair Solar cat eyes aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10000 to 18000 mcd complete all as per manufacturer instructions etc complete all as specified and directed.(Make:3M/ Mr. lllumination/Dark Eye) | 300 | Each | 1,400 ₹4,20,000 Lowest | 1,450 ₹4,35,000 |
| 6.00 | Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. | 21.5 | Cum | 125 ₹2,687.5 | 80 ₹1,720 Lowest |
| 7.00 | M&L for 75mm thick PCC 1:4:8 type C2 using 40mm graded agrregate as in Sub base floor/ Pavings complete all as specified and directed. | 220 | Sqm | 220 ₹48,400 | 170 ₹37,400 Lowest |
| 8.00 | M&L PCC (1:2:4 ) type B1 (using 20mm graded stone aggregate) as in kerb stones, PCC block for delinator etc complete all as specified and directed. | 5 | Cum | 7,000 ₹35,000 Lowest | 8,800 ₹44,000 |
Tender Value
₹38.8 L
EMD Value
₹78,000
Closing Date
24 Sept 2025, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW, M,P-453441
SPECIAL REPAIR INTERNAL BITUMINOUS ROAD AND ROAD FURNITURE OF OLD SWARG MANDIR MALL 78 AND GE OFFICE AREA UNDER GE MIS MHOW
2025_MES_726420_1
CWE/MHOW/34(T) OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
HQ CWE MHOW
Please refer tender docs
8 documents required · 8 mandatory
₹500
GE (M) Inf School Mhow
₹78,000
7 Nov 2025
18 Aug 2025
26 Sept 2025
18 Aug 2025
24 Sept 2025
10 Sept 2025
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