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Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
22 May 2026, 6:00 pmClosed
CE, MDA
MDA Office, Sec-13, New Moradabad
Civil Work
2026_MDA_1144082_1
02/MDA/CE/2026-27
Open Tender
Civil Works
365 days
Moradabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
CAO
₹5.1 L
30 Apr 2026
30 Apr 2026
23 May 2026
30 Apr 2026
22 May 2026
30 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 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 5.1.2 | 281 | Cum | 6,976.08 | ₹19,60,278.48 |
| 2 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth .Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22A.6 | 265 | Qtl. | 8,317.39 | ₹22,04,108.35 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete dsr 2023/ 5.9.1 | 1,258 | sqm | 302.42 | ₹3,80,444.36 |
| 4 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in d epth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift All kinds of soil DSR NO.2.8.1/2023 | 368 | Cum | 200.74 | ₹73,872.32 |
| 5 | earth work in cutting or filling in ordinary soil loam clay or sand including 1.5 mtr lift &lead upto 8 km including part of earth cartage royality all complete as per direction pg enginner incharge. DSR 2023/2.6+CARTAGE +LAND COST | 2,160 | Cum | 324 | ₹6,99,840 |
| 6 | Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, compacted of work. as direted by Engineering in incharge. stone ballast granullar 53mm to 26.50mm @27.56%,26.5 to 9.5 mm @22.5%,9.5 to 4.75 mm @10%,4.75 mm below @mm below @40% all complete. | 874 | Cum | 3,782 | ₹33,05,468 |
| 7 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. DSR 16.91.1/2023(rate-1045.65) | 8,740 | sqm | 806.4 | ₹70,47,936 |
| 8 | demolishing brick work manually/by mechanical means including stacking of seviceable material and disposal of unserviceable material within 50 mtrs lead as perdirection of engineer-in-charge in cement mortar DSR2023/15.7.4(RATE-2060.20) | 97 | Cum | 1,588.82 | ₹1,54,115.54 |
| 9 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources DSR 4.2.3/2023 | 45 | Cum | 7,631.18 | ₹3,43,403.1 |
| 10 | Providing and laying at or near ground level factory made kerh stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc as per direction of Engineer-in-charge (length of finished kert edging shall be measured to calculate volume for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charg including first coat primer and two coat enemel paint on new plaster surface. | 2,640 | Rmt | 556.37 | ₹14,68,816.8 |
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