Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance | ₹3.2 L | L1 | Accepted-Finance Accept |
Tender Value
₹4.2 L
EMD Value
₹8,480
Closing Date
17 Aug 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer PWD (B./R.) DIVISION No.1 REWA
SPECIAL REPAIR WORK FOR BUNGLOW NO. F-35 AT CIVIL LINES REWA P.W.D. UNDER SUB DIVISION NO.1 REWA
2026_PWDRB_524515_1
08/SAC/TENDER/2026-2027
Open Tender
Civil Works - Buildings
Percentage
60 days
REWA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹8,480
7 Sept 2026
31 Jul 2026
19 Aug 2026
31 Jul 2026
17 Aug 2026
31 Jul 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 stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge:
15.8.2 In cement mortar. | 1.22 | Cum. | 582 | ₹710.04 |
| 2 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :
15.31.1 T or L Iron or pipe. | 10 | Each | 73 | ₹730 |
| 3 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 10 | Kg. | 9 | ₹90 |
| 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. | 3.46 | Cum. | 147 | ₹508.62 |
| 5 | Under floor filling stone dust.
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. | 0.58 | Cum. | 672 | ₹389.76 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :
4.1.2 With 40mm nominal size graded stone aggregate.
4.1.2.2 M 10. | 0.43 | Cum. | 3,808 | ₹1,637.44 |
| 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. | 1.03 | Cum | 6,153 | ₹6,337.59 |
| 8 | 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 | 0.48 | Cum | 6,231 | ₹2,990.88 |
| 9 | Reinforcement.
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 D or more conforming to IS 1786. | 151 | Kg. | 80 | ₹12,080 |
| 10 | Providing half brick masonary with well burnt open bhatta bricks crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level.
6.14.1 Cement mortar 1:3 (1 cement : 3 sand) | 2.4 | Sqm. | 546 | ₹1,310.4 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 5.07 MB
BOQ_632158.xls
BOQ • 1.43 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .