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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.5 LAccepted-AOC NEAR GURUDEV MEDICAL TALODHI TA NAGBHID DIST CHANDRAPUR MAHARASHTRA | TALODHI | CHANDRAPUR | MAHARASHTRA | ₹80.5 L | L1 | Accepted-AOC Accept |
| 2 | L2₹82.2 L+₹1.6 L (2.01%)Rejected-AOC | ₹82.2 L+₹1.6 L (2.01%) | L2 | Rejected-AOC Accept |
| 3 | L3₹83.0 L+₹2.4 L (3.01%)Rejected-AOC AT POST NAVARGAON TALUKA SINDEWAHI DISTT CHANDRAPUR | NAVARGAON | CHANDRAPUR | MAHARASHTRA | ₹83.0 L+₹2.4 L (3.01%) | L3 | Rejected-AOC Accept |
| 4 | Rejected-Technical MU PO TA KURKHEDA DIST GADCHIROLI MAHARASHTRA | KURKHEDA | GADCHIROLI | MAHARASHTRA | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹80.5 L
EMD Value
₹81,000
Closing Date
18 May 2026, 5:00 pmClosed
EEW ZP Chandrapur
EEW ZP Chandrapur
C/O CEMENT CONCRETE ROAD TO MINTHUR VILAM MHASALI PAHARNI ROAD ODR 88 KM 0/00 TO 14/800 TA NAGBHID WORKING CHAINAGE 0/000 TO 1/200
2026_CHAND_1300029_1
WORKS_ZP_CHANDRAPUR_6_26_27
Open Tender
Civil Works
Percentage
300 days
Minthur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹81,000
12 Aug 2026
4 May 2026
19 May 2026
4 May 2026
18 May 2026
4 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in earth soil of all sorts sand, gravel or soft murum including dressing sectioning to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading for embankment etc. | 540 | One Cu.m | 119 | ₹64,260 |
| 2 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | 240 | One Cu.m. | 3,010.4 | ₹7,22,496 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | 90 | One Cu.m. | 3,616.7 | ₹3,25,503 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) MORTH 404(Compacted thickness of each layer shall be 75 mm) | 103.5 | One Cu.m. | 3,616.7 | ₹3,74,328.45 |
| 5 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | 291 | One Cu.m. | 6,932.65 | ₹20,17,401.15 |
| 6 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | 2,850 | One Sq.m.. | 30 | ₹85,500 |
| 7 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. | 484.5 | One Cu.m. | 8,783.85 | ₹42,55,775.33 |
| 8 | Providing and fixing 110 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. | 26.25 | One Rmt. | 594 | ₹15,592.5 |
| 9 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and
labour etc complete. Spec. No. As directed by Engineer in Charge | - | One Nos. | 9,963 | - |
| 10 | Supplying soft murum/ kankar at the road site, including conveying and stacking complete. | 216 | One Cu.m. | 668.3 | ₹1,44,352.8 |
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