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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC Agreement Signed |
| 2 | L2₹2.7 LRejected-Finance | ₹2.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹3.0 LRejected-Finance | ₹3.0 L | L3 | Rejected-Finance L3 |
Tender Value
₹3.3 L
EMD Value
₹6,700
Closing Date
24 Apr 2026, 6:00 pmClosed
Executive Engineer PWD B and R Division Satna
P.W.D. (B/R) Division Satna M.P.
Special Repair work on Govt. Residential Building Qtr. No. R-261 in Civil Line Satna, under Sub Division Satna.
2026_PWDRB_497426_1
01.03-SATNA-2026-27
Open Tender
Civil Works - Buildings
60 days
SATNA
2 documents required · 2 mandatory
₹2,000
₹6,700
5 May 2026
11 Apr 2026
27 Apr 2026
11 Apr 2026
24 Apr 2026
11 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead
Of area 3 sq. metres and below. | - | Each | - | - | 15.15.1 |
| 2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
Of area 3 sq. metres and below. | - | Each | - | - | 15.14.1 |
| 3 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). | - | Sqm | - | - | 14.1 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :
With 40mm nominal size graded stone aggregate.
M-15 - Grade concrete | - | Cum | - | - | 4.1.2.1 |
| 5 | Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete
In light shade glossy/ rustic /stain finished
Size 600X600 mm thickness 9-10 mm | - | Sqm | - | - | 11.78.1.2 |
| 6 | Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm
including pointing the joints with white cement and matching pigments etc., complete. | - | Sqm | - | - | 11.50 |
| 7 | 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 | - | Cum | - | - | 2.6 |
| 8 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete.
Cement Mortar 1:6 (1 cement : 6 sand) | 1 | Cum | - | - | 6.6.2 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
M-20 Grade Concrete | - | Cum | - | - | 5.1.1 |
| 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 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”)
Hot rolled deformed bars | - | Kg. | - | - | 5.16.4 |
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