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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-Finance RA SUYOG COLONY ROAD PANDHARKAWADA TA KELAPUR DIST BEED | PANDHARKAWADA | BEED | MAHARASHTRA | ₹35.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹35.0 LRejected-Finance | ₹35.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹35.1 LRejected-Finance | ₹35.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹35.8 LRejected-Finance | ₹35.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹36.1 LRejected-Finance | ₹36.1 L | L5 | Rejected-Finance L5 |
Tender Value
₹60 L
EMD Value
₹60,000
Closing Date
20 Jul 2026, 5:00 pmClosed
Additional Chief Executive officer, Zilla Parishad
Executive Engineer Works Division No.1, Z.P.Yavatmal
CONSTRUCTION OF BRIDGE ON KONDHI APPROACH ROAD TQ.KELAPUR V.R.106 TOTAL LENGTH 2.00 KM IN 0/700
2026_YAVAT_1314487_16
NIT-2/2026-2027
Open Tender
Civil Works
Percentage
180 days
PANDHARKAWADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹60,000
1 Aug 2026
4 Jul 2026
21 Jul 2026
4 Jul 2026
20 Jul 2026
4 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, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )
a) Upto 1.50m lift Normal Rate PWD SSR It..No. 12.03 | 231.56 | Cum | 90 | ₹20,840.4 |
| 1.01 | b) 1.50m to 3.00m lift, Add 10% | 25.17 | Cum | 99 | ₹2,491.83 |
| 2 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
a) Upto 1.50m lift Normal Rate PWD SSR It..No. 12.06 | 15.72 | Cum | 286 | ₹4,495.92 |
| 2.01 | b) 1.50m to 3.00m lift, Add 10% | 83.2 | Cum | 314.6 | ₹26,174.72 |
| 3 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
b) 1.50m to 3.00m lift, Add 10% PWD SSR It..No. 12.08 | 86.77 | Cum | 612.7 | ₹53,163.98 |
| 3.01 | c) 3.00m to 4.50m lift, Add 10% | 21.49 | Cum | 668.4 | ₹14,363.92 |
| 4 | Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
b) 1.50m to 3.00m lift, Add 10%
PWD SSR It..No. 12.11 | 9.37 | Cum | 2,125.2 | ₹19,913.12 |
| 4.01 | c) 3.00m to 4.50m lift, Add 10% | 20.03 | Cum | 2,318.4 | ₹46,437.55 |
| 5 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) PWD SSR It..No. 12.23 | 180 | Hrs | 201 | ₹36,180 |
| 6 | Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners PWD SSR It..No. 17.38 | - | Cum | 8,383.05 | - |
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