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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.0 LAdmitted-Finance | -15.39% | ₹17.0 L | L1 | Admitted-Finance |
| 2 | L2₹17.1 LAdmitted-Finance | -15.15% | ₹17.1 L | L2 | Admitted-Finance |
| 3 | L2₹17.1 LAdmitted-Finance | -15.15% | ₹17.1 L | L2 | Admitted-Finance |
| 4 | L3₹20.1 LAdmitted-Finance | +0.00% | ₹20.1 L | L3 | Admitted-Finance |
| 5 | L4₹20.3 LAdmitted-Finance DESHPANDE PLOT MALEGAON TA MALEGAON DIST WASHIM MAHARASHTRA | MALEGAON | WASHIM | MAHARASHTRA | +1.00% | ₹20.3 L | L4 | Admitted-Finance |
Tender Value
₹20.1 L
EMD Value
₹20,141
Closing Date
16 Jan 2026, 5:00 pmClosed
Add CEO Z P Washim
Zilla Parishad Washim
Providing and Fixing Paving Block and Cement Concrete Road For Sakharam Maharaj sansthan At. Loni Bu.Tq. Risod Dist.Washim
2026_WASHI_1267116_12
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
₹20,141
Works Division z p Washim
22 May 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
16 Jan 2026
8 Jan 2026
12 Jan 2026
Providing & Fixing Paving Block & Cement Concrete Road For Sakharam Maharaj sansthan At. Loni Bu. Tq. Risod
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. (PWD SSR 2022-23 RD I No- 2.11 ) a) Upto 1.50m lift Normal Rate
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. (PWD SSR 2022-23 It. No.21.40 )
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, Steel centering, 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 fine aggregate (Crushed sand VSI Grade) (PWD SSR 2022-23 It. No.21.01 )
Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete (PWD SSR 2022-23 I.No.33.52 )
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (PWD SSR 2022-23 I.No.33.52 )
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (PWD SSR 2022-23 I.No.24.04 )
Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) 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. (PWD SSR 2022-23 I.No. 5.10)
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. (PWD SSR 2022-23 I.No.5.17 )
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