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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance | ₹1.4 L | L1 | Accepted-Finance Admitted |
| 2 | L2₹1.4 LAccepted-Finance | ₹1.4 L | L2 | Accepted-Finance Admitted |
| 3 | L3₹1.6 LAccepted-Finance | ₹1.6 L | L3 | Accepted-Finance Admitted |
| 4 | L4₹1.9 LAccepted-Finance | ₹1.9 L | L4 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | RAVI AKULAMONI L2 | J S CONSTRUCTIONS L3 | KOMERE CHENNAIAH L1 | MAHESWARA REDDY V L4 |
|---|---|---|---|---|---|---|---|
| 1.001) The estimated amount is inclusive of GST. 2) The Bidder should quote basic rates exclusive of GST and quote GST percentage separately. GST should be revised from time to time. | |||||||
| 2.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 80 | Rmt | 270 ₹21,600 | 211 ₹16,880 | 300 ₹24,000 | 310 ₹24,800 |
| 3.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe | 80 | Rmt | 900 ₹72,000 | 1,000 ₹80,000 | 800 ₹64,000 | 1,030 ₹82,400 |
| 4.00 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 6 | Each | 6,300 ₹37,800 | 7,666 ₹45,996 | 7,000 ₹42,000 | 10,030 ₹60,180 |
| 5.00 | Extra for depth of manholes dismantled: Rectangular manhole 90x80 cm and beyond 45 cm depth | 3 | Rmt | 3,600 ₹10,800 | 2,966 ₹8,898 | 500 ₹1,500 | 2,200 ₹6,600 |
| 6.00 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 | 3 | Each | 900 ₹2,700 | 1,271 ₹3,813 | 4,000 ₹12,000 | 4,000 ₹12,000 |
Tender Value
₹2.0 L
EMD Value
₹3,950
Closing Date
24 Feb 2026, 3:00 pmClosed
Executive Engineer
UWD, Admin Bldg, UoH, Gachibowli, Hyderabad
Replacement of Drainlines from TG-02 to Gas Room at MH-D in UoH campus
2026_UoH_899103_1
UH/ENGG/UWD/2025-26/28
Open Tender
Civil Works
14 days
University of Hyderabad, Hyderabad
Please refere as per tender document
6 documents required · 6 mandatory
₹0
₹3,950
Yes
25 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
18 Feb 2026 - 24 Feb 2026
1) The estimated amount is inclusive of GST. 2) The Bidder should quote basic rates exclusive of GST and quote GST percentage separately. GST should be revised from time to time.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth of manholes dismantled: Rectangular manhole 90x80 cm and beyond 45 cm depth
Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
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