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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Finance | -0.02% | ₹4.5 L | L1 | Admitted-Finance |
| 2 | L2₹4.5 LAdmitted-Finance | +0.01% | ₹4.5 L | L2 | Admitted-Finance |
| 3 | L3₹4.5 LAdmitted-Finance | +1.00% | ₹4.5 L | L3 | Admitted-Finance |
Tender Value
₹4.5 L
Closing Date
6 Apr 2026, 5:00 pmClosed
SARPANCH AND GRAMPANCHAYAT ADHIKARI GHATANE
GRAMPANCHAYAT GHATANE TAL-MADHA
1)Providing and Constructing Underground RCC Pipe Gutter In Gaon Wadi Wasti at Ghatane 2) Providing and Constructing Underground RCC Pipe Gutter In Gaonthan at Ghatane
2026_SOLAP_1291265_1
06/2025-26
Open Tender
Civil Works
90 days
GRAMPANCHAYAT GHATANE TAL-MADHA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Exempted
7 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 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 |
|---|---|---|---|---|---|
| 11)Name Of Work: Providing and Constructing Underground RCC Pipe Gutter In Gaon Wadi Wasti at Ghatane | |||||
| 2Item No. 1 :- Excavation for foundation / pipe trenches in earth soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete (lift 0 to 1.5 M) (Bd-A1/259) | |||||
| 3Item No. 2 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(lift 0 to 1.5M) | |||||
| 4Item No. 3 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) (lift 0 to 1.5M) | |||||
| 5Item No. 4 :-Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distanceof 50 metre beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259 | |||||
| 6Item No. 5 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) | |||||
| 7Item No. 6 :- Providing ISI standard RCC Pipes in standard lengths of following class & dia. Suitable for either coller joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. NP ll Type 600 mm Ø RCC (2.5m Each Pipe Length) | |||||
| 8Item No. 7 :- Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. NP ll Type 600 mm Ø RCC (2.5m Each Pipe Length) | |||||
| 9Item No.8:- Providing and constructing B/B masonary Valve Chamber with 15 cm thick 1:3:6 proportion PCC bedding additoinal excavaton B.B. masonary in CM 1:5 cm thick precast RCCFrames and Cover etc. complete as directed by engineer incharge.Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M. | |||||
| 10Item No. 9:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete. | |||||
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