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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance GRAM POST BANJARI SIDHI DISTRICT SIDHI MADHYA PRADESH | SIDHI | SIDHI | MADHYA PRADESH | -43.21% | ₹2.8 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 L+₹75,108.51 (26.8%)Admitted-Finance | -28.00% | ₹3.6 L+₹75,108.51 (26.8%) | L2 | Admitted-Finance |
| 3 | L3₹3.9 L+₹1.1 L (38.1%)Admitted-Finance 15 CP COLONY MORAR GWALIOR MP 474 006 | GWALIOR | GWALIOR | MADHYA PRADESH | 474006 | -21.59% | ₹3.9 L+₹1.1 L (38.1%) | L3 | Admitted-Finance |
| 4 | L4₹4.1 L+₹1.3 L (46.8%)Admitted-Finance | -16.66% | ₹4.1 L+₹1.3 L (46.8%) | L4 | Admitted-Finance |
Tender Value
₹4.9 L
EMD Value
₹9,880
Closing Date
14 Sept 2026, 6:00 pmClosed
EE PWD SIDHI
EE PWD SIDHI
Repairing work of Boundry Wall of Civil Court Building Rampur Naikin Under, Sub. Dn. Churhat, Distt. Sidhi, PWD Building SOR w.e.f 01-01-24
2026_PWDRB_532200_1
NIT 13 /SIDHI / 2026-27 / 25-08-26
Open Tender
Civil Works - Buildings
Percentage
150 days
EE PWD SIDHI
Repairing work of Boundry Wall of Civil Court Building Rampur Naikin Under, Sub. Dn. Churhat, Distt. Sidhi, PWD Building SOR w.e.f 01-01-24
3 documents required · 3 mandatory
₹2,000
₹9,880
22 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 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 | Demolishing brick work manually/ by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres leadas per direction of Engineer-in- Charge.
15.6.3 In cement mortar. | 16.91 | Cum. | 487 | ₹8,235.17 |
| 2 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 75 | Sqm | 13 | ₹975 |
| 3 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and underincluding cutting the patch inproper shape, raking out joints and preparing and plastering the surface of the walls completeincluding disposal of rubbish tothe dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). | 75 | Sqm | 180 | ₹13,500 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil | 34.07 | Cum. | 147 | ₹5,008.29 |
| 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) | 4.6 | Cum. | 3,808 | ₹17,516.8 |
| 6 | 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 | 6.61 | Cum. | 6,153 | ₹40,671.33 |
| 7 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement :
5.2.1 M 20 —Grade Concrete | 5.85 | Cum. | 6,231 | ₹36,451.35 |
| 8 | 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 detaling IS 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 charge.
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 or more conforming to IS 1786 | 1,121.4 | Kg | 80 | ₹89,712 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for concrete up to plinth level. | 26.04 | Sqm | 190.6 | ₹4,963.22 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.
5.9.2.1 Uptoplinthlevel. | 42.48 | Sqm | 219 | ₹9,303.12 |
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