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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹39.9 LAccepted-AOC TILAK NAGAR NEAR SAI MANDIR NANDEPARA ROAD TEHSIL WANI DISTRICT YAVATMAL MS | YAVATMAL | YAVATMAL | MAHARASHTRA | ₹39.9 L | L-1 | Accepted-AOC Work awarded |
| 2 | L-2₹45.1 LRejected-Finance | ₹45.1 L | L-2 | Rejected-Finance Due to L-2 bidder. |
| 3 | L-3₹49.4 LRejected-Finance NEW MAJRI COLLIERY DAFAI NO1 POST SHIVJI NAGAR TAH BHADRAWATI DIST CHANDRAPUR 442503 | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | ₹49.4 L | L-3 | Rejected-Finance Due to L-3 bidder. |
Updated dates
Tender Value
₹48.5 L
EMD Value
₹60,600
Closing Date
3 Apr 2026, 5:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Repair of bituminous road surface with paver block in Vinayak Nagar, Shanti Colony and Chaitanya Colony of New Majri Sub Area and Kuchana Housing Complex of Majri Area.
2026_WCL_357122_1
ma9511cive045-25-26/727-190326
Open Tender
Civil Works - Others
15 days
New Majri Sub Area / Kuchana Housing Complex
Please refer Tender documents.
4 documents required · 4 mandatory
₹60,600
8 Apr 2026
20 Mar 2026
4 Apr 2026
20 Mar 2026
3 Apr 2026
21 Mar 2026
20 Mar 2026 - 27 Mar 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 |
|---|---|---|---|---|---|
Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications (i) @ 0.25 kg per sqm (normal bituminous surfaces | - | Sqm | - | - | |
Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications (iii) @ 0.35 kg per sqm (Non-bituminous surfaces) cement concrete pavement | - | Sqm | - | - | |
Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. b) Using Drum Mix Plant of appropriate capacity. (ii) for GradingII(19 mm nominal size) bitumen content 3.5% | - | Cum | - | - | |
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. (ii) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion | - | Sqm | - | - | |
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification (ii) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification | - | Sqm | - | - | |
Providing and constructing 75 mm thickModified Penetration Macadam (MPM) road surface including all materials , preparing the existing road surface , spreading 40 mm stone metal layer 30% crusher broaken and 70% hand broaken ( by breaking rubbles obtained by blasting) heating and spraying the bitumen of specified grade @ 2.00 kg/ sqm spreading 12 mm chips compacting with three wheeled static roller having weight 8 to 10 MT to achieve the required degree of compaction as per technical specifications clause 506 etc complete including picking of existing WBM surface ( VG-30 bulk bitumen rates are considered to arrive at rates ) | - | Sqm | - | - | |
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory mpaction, of approved size, design& shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | - | Sqm | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | Sqm | - | - | |
Painting Line, Dashes, Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10cm wide) On New Surface. | - | Sqm | - | - |
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