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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-Finance | ₹2.2 L | L1 | Accepted-Finance Low bid admitted |
| 2 | L2₹2.2 L+₹2,226.89 (1.01%)Rejected-Finance | ₹2.2 L+₹2,226.89 (1.01%) | L2 | Rejected-Finance High bid not admitted |
| 3 | L3₹2.2 L+₹4,431.74 (2.01%)Rejected-Finance | ₹2.2 L+₹4,431.74 (2.01%) | L3 | Rejected-Finance High bid not admitted |
Tender Value
₹2.6 L
Closing Date
10 Aug 2026, 12:00 pmClosed
SARPANCHA AND GRAMPANCHAYAT ADHIKARI-GPAHIRE-HAWEL
GRAMPANCHAYATAHIRE-TAL-HAWELI-DIST-POONA
2.PROVIDING UNDERGROUND-DRAINAG_SCHEMES FOR GRAMPANCAHYAT AT (15TH FIANNACE 2021-22)
2026_RDPUN_1324575_2
Etender/B1/25/26/2
Open Tender
Civil Works
Percentage
90 days
GRAMPANCHAYATAHIRE-TAL-HAWELI-DIST-POONA
ZP REG UNEMPLOYED ENGINEER
4 documents required · 4 mandatory
₹100
Yes
Exempted
12 Aug 2026
4 Aug 2026
11 Aug 2026
4 Aug 2026
10 Aug 2026
4 Aug 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 | 20.25 | cum | 181.5 | ₹3,675.38 |
| 2 | Excavation for foundation in hard murum including removing the excavated material upto 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 upto 1.50 m) By Mechanical Means | 40.5 | cum | 232.1 | ₹9,400.05 |
| 3 | Excavation for foundation in hard rock including removing the excavated material upto 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 upto 1.50 m) By Mechanical Means | 20.25 | cum | 914.1 | ₹18,510.53 |
| 4 | Providing murum bedding in trenches with approved murum from excavated materials from trenches in 15 to 20 cm layers including watering and compaction etc | 12.15 | cum | 101.2 | ₹1,229.58 |
| 5 | Item No.5: Providing at site of work ISI standard RCC pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete.Note One collar should be supplied with each full length plain ended RCC pipe, cost included in rates below. 300 mm dia. | 90 | rmt | 650 | ₹58,500 |
| 6 | Item No.6: Lowering, laying and jointing in proper grade and alinement RCC pipes cwith collar joints in CM 1:1 proportion or socketed RCC pipes with rubber joints (excluding cost of rubber ring or RCC collar), including cost of jointing materials, labour, givising hydraulic testing, etc. complete as directed by Engineer-in-charge. 300 mm dia. mm dia. | 90 | cum | 250.8 | ₹22,572 |
| 7 | Item No.7: Providing and constructing on sewer, B.B. masonry circuiar manhole without conical shape excluding excavation RCC 1:2:4 proportion 20 cm bedding brick masonary in CM 1:4 proportion do etc complete Circular- Depth upto 1.00 M | 5 | no | 19,181.8 | ₹95,909 |
| 8 | Item No.8: Filling in plinth and floors / exavated trenches with available excavated stuff with soft material in 15 cm layer with all leads and lifts do etc. complete. | 55.76 | cum | 101.2 | ₹5,642.51 |
| 9 | Item no Providing and laying in situ PCC M150 grade of cement concrete trap granite gneiss metal | 0.78 | cum | 6,469.1 | ₹5,045.9 |
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