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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance 102 SAIPREM COMPLEX JUNA AUSA ROAD LATUR 413 512 | LATUR | LATUR | MAHARASHTRA | 413512 | -11.53% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 CrAdmitted-Finance 1ST FLOOR SIDDHI PUJA BUSINESS SQUARE SONY PAITHANI CHOWK NASHIK MAHARASHTRA INDIA PIN 422 002 | NASHIK | MAHARASHTRA | 422002 | -0.18% | ₹1.6 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Rejected |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
11 Dec 2025, 6:00 pmClosed
EE PWND ZP AHILYANAGAR
EE PWND ZP AHILYANAGAR
Development work in Shri. Ambaimata Deosthan for Ambai Deosthan trust at takahari tal. Akole Dist- Ahilyanagar
2025_AHMED_1257404_1
ZP/PWND/WORKS/2024-25/3RD CALL
Open Tender
Civil Works
365 days
AHILYANAGAR
as per nit
2 documents required · 2 mandatory
₹1,180
₹1.6 L
20 Jan 2026
9 Dec 2025
12 Dec 2025
9 Dec 2025
11 Dec 2025
9 Dec 2025
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shorin gand strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means
Excavation for foundation inHard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed,removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/murum watering, rammingetc.complete. (Liftupto1.5m). By Mechanical Means
Providing and laying Cast in situ/ReadyMix cement concrete inM-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 tobe provided, finishing if required and curing complete, with fully automatic micro processor basedPLCwithSCADAenabled reversible DrumType mixer/concrete Batch mix plant(Panmixer)etc.complete.With fine aggregate (Crushed sand VSI Grade)
Providing uncoursed rubble masonryof trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints onunexposed faces and watering etc.complete.
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cementmortar 1:6 in superstructure including racking out jointswhen plastering is to be done /striking jointswhen no plastering is to be done on insidewatering and scaffolding etc.complete.
Providing coursed rubble masonry second sort of trap/granite /quartzite /gneiss stones in cement mortar 1:6 in superstructure including raking out joints when plastering is to be doneand striking joints when no plastering is to be done on the inside, watering scaffolding etc. complete.
Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavatedmaterial upto a distance of 50metres beyond the building are a and stacking as directed, foundation and necessary back filling with available earth/murum, ramming , watering including shoring and struttingetc.complete.(Lift from 1.5mTo 3.0m.) By Mechanical Means
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
Providing earthwork in embankment with approved materials obtained fromother sources upto lead of 50m. including all lifts, layingin layers of 20cm. to 30 cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not lessthan 97% of standard proctor density etc. complete ( Material obtained from Other sources)
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