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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.3 LAccepted-Finance | ₹30.3 L | L1 | Accepted-Finance lowest |
| 2 | L2₹31.5 LRejected-Finance | ₹31.5 L | L2 | Rejected-Finance 2d Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical MU PO SIDDHESHWAR MANDIR KARANJA TA KARANJA DIST WASHIM | KARANJA | WASHIM | MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Others-written refusal to work |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Written refusal to work |
Tender Value
₹30.3 L
EMD Value
₹30,289
Closing Date
30 Jan 2026, 5:00 pmClosed
Add CEO Z P Washim
Zilla Parishad Washim
Construction Of Approach Road For Tourism Place At Kholeshwar Sansthan Rushi Tank Premises Karanja Tq Karanja Dist Washim
2026_WASHI_1270897_1
ZPWASHIM/WORKS/Tender NIT No.13/2025-2026/1stcall
Open Tender
Civil Works
30 days
WASHIM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
₹30,289
Works Division z p Washim
31 Mar 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
27 Jan 2026
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. --Specification No--MORTH 301 -SSR 2022-23 I No2.11
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.--Specification No-- -SSR 2022-23 I No2.29a
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete--Specification No-- -SSR 2022-23 I No2.3
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material--Specification No--MORTH 401 -SSR 2022-23 I No3.04
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material--Specification No--MORTH 401 -SSR 2022-23 I No3.05
Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand .--Specification No-- -SSR 2022-23 I No11.03
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. --Specification No--MORTH 602 -SSR 2022-23 I No5.04
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.--Specification No--MORTH 602.5 -SSR 2022-23 I No5.19
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. --Specification No--MORTH 602.6.3 & 602.6.4 -SSR 2022-23 I No5.17
Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.--Specification No--MORT&H (5th Rev.) 1700, 2204 -SSR 2022-23 I No17.38
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