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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.0 LAccepted-AOC | ₹41.0 L | L1 | Accepted-AOC As per AOC |
| 2 | L2₹41.1 L+₹6,161.96 (0.15%)Rejected-Finance | ₹41.1 L+₹6,161.96 (0.15%) | L2 | Rejected-Finance due to highest rate quotted than L1 |
| 3 | L3₹41.2 L+₹16,431.90 (0.40%)Rejected-Finance | ₹41.2 L+₹16,431.90 (0.40%) | L3 | Rejected-Finance due to highest rate quotted than L1 |
| 4 | Rejected-Technical PLOT NO 81 B F 1 N 4 CIDCO CHH SAMBHAJINAGAR | CHH SAMBHAJINAGAR | - | - | Rejected-Technical Technically Not Fulfilled |
Tender Value
₹41.1 L
EMD Value
₹41,080
Closing Date
16 Jul 2026, 2:00 pmClosed
Addl CEO
Zilla Parishad Chh. Sambhajinagar
CONSTRUCTION OF TOILET BLOCK AND ANCILLARY WORKS FOR SHIVESHWAR SANSTHAN AT WAKI, TQ. KANNAD. DIST. CHH. SAMBHAJINAGAR.
2026_AURAN_1315170_1
ZPCHSN/Works/Yatrasthal/173/03
Open Tender
Civil Works
Percentage
270 days
Tq. Kannad Dist. Chh. Sambhajinagar
Please refer Tender documents as per NIT
2 documents required · 2 mandatory
₹1,180
₹41,080
27 Aug 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
16 Jul 2026
8 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 | - | Cu.Mt. | - | - |
| 2 | EXCAVATION FOR FOUNDATION IN EARTH, SOILS OF ALL TYPES, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres 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 FROM 1.5M TO 3.0M) BY MECHANICAL MEANS | 1 | Cu.Mt. | - | - |
| 3 | FILLING IN PLINTH AND FLOORS WITH CONTRACTORS MATERIAL/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 1 | Cu.Mt. | - | - |
| 4 | Providing PRECONSTRUCTIONAL ANTITERMITE TREATMENT as per I.S. 6313 (Part-II) BY TREATING THE BOTTOM SURFACE AND SIDES OF EXCAVATION at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | 1 | Sq.Mt. | - | - |
| 5 | Providing PRECONSTRUCTIONAL ANTITERMITE TREATMENT as per I.S. 6313 (Part-II) treatment BY TREATING THE BACKFILL IN IMMEDIATE CONTACT WITH FOUNDATION at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | - | Sq.Mt. | - | - |
| 6 | Providing PRECONSTRUCTIONAL ANTITERMITE TREATMENT as per I.S. 6313 (Part-II) BY TREATING THE TOP SURFACE OF PLINTH FILLING at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper. | - | Sq.Mt. | - | - |
| 7 | Providing PRECONSTRUCTIONAL ANTITERMITE TREATMENT as per I.S. 6313 (Part-I) TO THE SOIL ALONG THE EXTERNAL FACE OF BUILDING by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. | - | Sq.Mt. | - | - |
| 8 | Providing SOLING USING 80 MM SIZE TRAP METAL IN 15 CM. LAYER including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 1 | Cu.Mt. | - | - |
| 9 | 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) | - | Cu.Mt. | 1 | - |
| 10 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE IN M15 of trap/ granite/quartzite/gneiss metal FOR BED BLOCKS, FOUNDATION BLOCKS and such other items including bailing out water, 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) | - | Cu.Mt. | 1 | - |
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