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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | ₹8.7 L | L1 | Accepted-AOC OFBa CWC-I Decided to Accept the Offer and Place the Work Order on M/s. Mangla and Mangla Construction, Bhandara at the Quoted Rate Rs. 868890/-. |
| 2 | L2₹9.1 LRejected-Finance | ₹9.1 L | L2 | Rejected-Finance As Per CWC-I Decision Held on 15/01/2026. |
| 3 | L3₹10.7 LRejected-Finance | ₹10.7 L | L3 | Rejected-Finance As Per CWC-I Decision Held on 15/01/2026. |
| 4 | L4₹11.1 LRejected-Finance | ₹11.1 L | L4 | Rejected-Finance As Per CWC-I Decision Held on 15/01/2026. |
| 5 | Rejected-Technical | - | - | Rejected-Technical As Per CWC- I Decission Held on 08/01/2026 |
| Sl No | Description | Qty | Unit | DARSHAN SINGH PLAHA L4 | Mangla And Mangla Construction L1 | M/s BHONDEKAR CONSTRUCTIONS L3 | Rakesh N.Tichkule L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of xcavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in- charge | 3,300 | CUM | 100 ₹3.3 L | 110 ₹3.6 L | 140 ₹4.6 L | 142 ₹4.7 L |
| 2.00 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of xcavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in- charge | 804 | CUM | 100 ₹80,400 | 110 ₹88,440 | 150 ₹1.2 L | 170 ₹1.4 L |
| 3.00 | Supply &laying of RCC PIPES 600 MM DIA class NP2 laid and jointed complete with collars all as directed. | 60 | RM | 4,000 ₹2.4 L | 1,700 ₹1.0 L | 2,300 ₹1.4 L | 1,020 ₹61,200 |
| 4.00 | Providing cement concrete Ty. D-2, 1:4:8 (40 mm graded aggregate) 100 mm thick , completed as specified and directed by EIC | 95 | SQM | 400 ₹38,000 | 550 ₹52,250 | 475 ₹45,125 | 453 ₹43,035 |
| 5.00 | M & L for RCC 1:2:4 type B1 using 20mm graded aggregate in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of
footings; including attached pilaster and buttressesall as specified and as directed by the E-I-C. | 7 | CUM | 8,000 ₹56,000 | 7,500 ₹52,500 | 6,500 ₹45,500 | 6,770 ₹47,390 |
| 6.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base | 370 | CUM | 150 ₹55,500 | 115 ₹42,550 | 150 ₹55,500 | 160 ₹59,200 |
| 7.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5m high & n. exc 3.00 M from base | 210 | CUM | 150 ₹31,500 | 115 ₹24,150 | 150 ₹31,500 | 325 ₹68,250 |
| 8.00 | Boulder pitching, laid dry, hand packed tightly | 80 | CUM | 3,500 ₹2.8 L | 1,800 ₹1.4 L | 2,150 ₹1.7 L | 320 ₹25,600 |
Tender Value
₹12.0 L
EMD Value
₹24,000
Closing Date
15 Dec 2025, 2:45 pmClosed
Chief General Manager
O.F. Bhandara
Digging of Pond with proper siding and necessary arrangement for storing of rain water under JalSanchayan Jan Bhagidari at Nandora Village through CSR Fund.
2025_MIL_257823_1
EO/F/51/ND2514/BF
Open Tender
Civil Works
60 days
Nandora Village Tal Dist Bhandara
As Per Tender Documents
7 documents required · 7 mandatory
₹0
₹24,000
Yes
15 Jan 2026
4 Dec 2025
17 Dec 2025
4 Dec 2025
15 Dec 2025
4 Dec 2025
Amount
Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of xcavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in- charge
Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of xcavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in- charge
Supply &laying of RCC PIPES 600 MM DIA class NP2 laid and jointed complete with collars all as directed.
Providing cement concrete Ty. D-2, 1:4:8 (40 mm graded aggregate) 100 mm thick , completed as specified and directed by EIC
M & L for RCC 1:2:4 type B1 using 20mm graded aggregate in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttressesall as specified and as directed by the E-I-C.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5m high & n. exc 3.00 M from base
Boulder pitching, laid dry, hand packed tightly
Rakesh N.Tichkule (BID ID -942052)
M/s BHONDEKAR CONSTRUCTIONS (BID ID -942577)
DARSHAN SINGH PLAHA (BID ID -942368)
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