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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹43.9 LAccepted-AOC B BLOCK 21 SHILPI PLAZA REWA DISTT REWA MADHYA PRADESH | REWA | MADHYA PRADESH | 486001 | ₹43.9 L | 1 | Accepted-AOC EE Agri No 12/2026-27/ Dt 18-06-26 |
| 2 | 2₹44.8 L+₹90,074.02 (2.05%)Rejected-Finance | ₹44.8 L+₹90,074.02 (2.05%) | 2 | Rejected-Finance ok |
| 3 | 3₹46.0 L+₹2.2 L (4.96%)Rejected-Finance 15 CP COLONY MORAR GWALIOR MP 474 006 | GWALIOR | GWALIOR | MADHYA PRADESH | 474006 | ₹46.0 L+₹2.2 L (4.96%) | 3 | Rejected-Finance ok |
| 4 | 4₹47.6 L+₹3.8 L (8.58%)Rejected-Finance | ₹47.6 L+₹3.8 L (8.58%) | 4 | Rejected-Finance ok |
Tender Value
₹57.4 L
EMD Value
₹57,370
Closing Date
17 Apr 2026, 6:00 pmClosed
EE PWD SIDHI
EE PWD SIDHI
Balance work Const. of Auditorium Hall with water Supply, Sanitary Fitting and Eletrcificaion Work at Eklavya Adarsh Ashram Tamsar, Under Sub Dn Majahuli, Distt. Sidhi PWD S.O.R. Building SOR W.e.f 01-01-24
2026_PWDRB_494884_1
NIT 26 /SIDHI / 2025-26 / 26-03-26
Open Tender
Civil Works - Buildings
Percentage
120 days
EE PWD SIDHI
Balance work Const. of Auditorium Hall with water Supply, Sanitary Fitting and Eletrcificaion Work at Eklavya Adarsh Ashram Tamsar, Under Sub Dn Majahuli, Distt. Sidhi PWD S.O.R. Building SOR W.e.f 01-01-24
3 documents required · 3 mandatory
₹10,000
₹57,370
30 Jul 2026
4 Apr 2026
20 Apr 2026
4 Apr 2026
17 Apr 2026
4 Apr 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 | Construction of Auditorium Hall
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. | - | Sqm | - | - |
| 2 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | - | - |
| 3 | Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. | - | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.2 With 40mm nominal size graded stone aggregate
4.1.2.1 M 15 - Grade concrete | - | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.2 With 40mm nominal size graded stone aggregate
4.1.2.2 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) | - | Cum | - | - |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing :
4.2.1 With 20mm nominal size graded stone aggregate
4.2.1.2 M 20 – Grade concrete | - | Cum | - | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
5.1.1 M 20 –Grade Concrete | - | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | - | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.3 Suspended floors, roofs, landings, balconies and access platform. | - | Sqm | - | - |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .
(Note:-
1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in harge.
2. No extra payment shall be done for overlaps and/or couplers.
3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)
5.16.6 Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786 | - | Kg | - | - |
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