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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-Finance GRAM POST BANJARI SIDHI DISTRICT SIDHI MADHYA PRADESH | SIDHI | SIDHI | MADHYA PRADESH | ₹10.8 L | 1 | Accepted-Finance ok |
| 2 | 2₹12.7 LRejected-Finance B BLOCK 21 SHILPI PLAZA REWA DISTT REWA MADHYA PRADESH | REWA | MADHYA PRADESH | 486001 | ₹12.7 L | 2 | Rejected-Finance ok |
| 3 | 3₹13.7 LRejected-Finance 1611 NIMA COLONY WARD NO 02 NALKHEDA DISTRICT AGAR M P 465445 | NALKHEDA | AGAR MALWA | MADHYA PRADESH | 465445 | ₹13.7 L | 3 | Rejected-Finance ok |
Tender Value
₹15.2 L
EMD Value
₹30,340
Closing Date
17 Apr 2026, 6:00 pmClosed
EE PWD SIDHI
EE PWD SIDHI
Const of 04 No Toilet at Several Places in Distt. Court Building and 01 NoToilet Beside Adhiwakta Sangh Library at Distt Court Campus Sidhi Under Sec. HQ 01,Sub. Dn. Sidhi, Distt. Sidhi, PWD Building SOR w.e.f 01-01-24 2nd Call
2026_PWDRB_494889_1
NIT 26 /SIDHI / 2025-26 / 26-03-26
Open Tender
Civil Works - Buildings
90 days
EE PWD SIDHI
Const of 04 No Toilet at Several Places in Distt. Court Building and 01 NoToilet Beside Adhiwakta Sangh Library at Distt Court Campus Sidhi Under Sec. HQ 01,Sub. Dn. Sidhi, Distt. Sidhi, PWD Building SOR w.e.f 01-01-24 2nd Call
3 documents required · 3 mandatory
₹2,000
₹30,340
23 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 | - | - | [Item No. 2.6, Page - 12] |
| 2 | 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 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) | - | Cum | - | - | [Item No. 4.1, Page - 40] |
| 3 | 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 :
5.1.1 M-20 Grade Concrete | - | Cum | - | - | [Item No. 5.1, Page - 78] |
| 4 | 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 | - | Cum | - | - | [Item No. 5.2, Page - 78] |
| 5 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate)in beams, suspended floors, roofs havingslope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstaircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement inconcrete grade.
5.3.1 M-20 Grade Concrete | - | Cum | - | - | [Item No. 5.3, Page - 78] |
| 6 | Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) | - | Cum | - | - | [Item No. 5.32, Page - 86] |
| 7 | 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. | - | Cum | - | - | [Item No. 15.6, Page - 524] |
| 8 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-inCharge. | - | Cum | - | - | [Item No. 15.3, Page - 523] |
| 9 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of:
15.27.2 Asbestos/ Non asbestors sheet | - | Sqm | - | - | [Item No. 15.27, Page - 527] |
| 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 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”)
5.16.3 Cold twisted bars (CTD) | - | Kg | - | - | [Item No. 5.16, Page - 82] |
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