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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-Finance | ₹16.5 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹17.0 L+₹49,402 (3.00%)Rejected-Finance | ₹17.0 L+₹49,402 (3.00%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹17.1 L+₹65,869 (4.00%)Rejected-Finance AT POST PAWASHI TALKUDAL DIST SINDHUDURG | PAWASHI | SINDHUDURG | MAHARASHTRA | ₹17.1 L+₹65,869 (4.00%) | L3 | Rejected-Finance Rejected |
Tender Value
₹16.5 L
EMD Value
₹16,500
Closing Date
28 Jul 2026, 9:00 amClosed
Executive.Engineer.WD.Z.P.Sindhudurg
Executive.Engineer.WD.Z.P.Sindhudurg
Providing Strengthening to Mulade Khutwalwadi Bamnadevi ODR 45 tal kudal
2026_SINDH_1316936_17
ZP/WD/TENDER/MSS/09/26-27
Open Tender
Civil Works
Percentage
180 days
KUDAL
MSS CLASS A
9 documents required · 9 mandatory
₹1,000
₹16,500
Yes
7 Sept 2026
13 Jul 2026
29 Jul 2026
13 Jul 2026
28 Jul 2026
13 Jul 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 foundation in earth, soil of all types, sand, gravel and soft murum,
including removing the excavated material up to a distance of 50 m. beyond the
building area and stacking and spreading as directed, dewatering, preparing the bed
for the foundation and necessary back filling, ramming, watering including shoring and
strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 20.25 | cmt | 2,210.95 | ₹44,771.74 |
| 2 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm
thick including hand packing and compacting etc. complete | 39.38 | cmt | 130.65 | ₹5,145 |
| 3 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken).(SSR item no 1814/50.57 | 37.5 | cmt | 1,366.75 | ₹51,253.13 |
| 4 | Supplying soft murum at the road site, including conveying and stacking complete. (SSR Item No 104/2.29b) | 50.76 | cmt | 660.8 | ₹33,542.21 |
| 5 | Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .(SSR Item 1815/50.58 | 37.5 | cmt | 93.3 | ₹3,498.75 |
| 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (SSR Item No 105/2.30 | 67.97 | cmt | 86.7 | ₹5,893 |
| 7 | Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. (SSR Item No.1816/50.61 | 375 | cmt | 27.45 | ₹10,293.75 |
| 8 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) (SSR Item No.151/3.37b) | 375 | cmt | 256.95 | ₹96,356.25 |
| 9 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 100% crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat at the rate of 0.30 Kg Sqm.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) (SSR Item No.153/ 3.38b) | 2,062.5 | m.t. | 306.85 | ₹6,32,878.13 |
| 10 | Providing 20m thick premix bituminous carpet including supplying all materials, preparing and cleaning the base, heating bitumen applying tack coat at specified rate, Mixing hot bitumen and chips, laying the carpet layer and compacting etc comp. by bulk asphalt, (cold mix with prior approval) (As per SE Circular) | - | m.t. | 206.5 | - |
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