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Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
31 Jul 2026, 3:00 pm6d left
Chief Engineer
A.D.A., Jaipur House, Agra
Construction of RCC drain and interlocking tiles road from Pradhans mill to Vijay Kumars house and in the streets adjacent to this road in Vikas Nagar Shahdara.
2026_ADAA_1171032_24
10/2026-27
Open Tender
Civil Works
Lump-sum
180 days
Agra Development Authority
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Secretary
₹2.0 L
21 Jul 2026
21 Jul 2026
1 Aug 2026
21 Jul 2026
31 Jul 2026
21 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 cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (SI No.15.2.1, DSR-2023) | 19 | Cum | 1,856.05 | ₹35,264.95 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of soil. ( Item No. 2.6.1 DSR-2023) | 641 | Cum | 135.34 | ₹86,752.94 |
| 3 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Mannual (Smallwork) (Ch.-4, Item No. 3 SOR-2023-24) | 763 | Cum | 140 | ₹1,06,820 |
| 4 | Extra lead up to 4 km. Cartage of Ballast, Kankar, Coal, Grit or Sand etc, including loading and unloadrng but excluding stackings on pucca roads (Ch.-3, Item No. 4 SOR-2023-24) | 515 | Cum | 112.7 | ₹58,040.5 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) . (SI.No-4.1.8 DSR 2023) | 97 | Cum | 5,193.99 | ₹5,03,817.03 |
| 6 | RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone (DSR 2023 5.1.2) | 264.5 | Cum | 6,897.17 | ₹18,24,301.47 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (DSR 2023 5.22.1) | 20,764 | Kg | 81.66 | ₹16,95,588.24 |
| 8 | Centering and shuttering with 12mm thick shuttering plywood conforming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. (SI.No-26.64.1, DSR 2023) | 2,673 | Sqm | 81.43 | ₹2,17,662.39 |
| 9 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %. (Analysis rate) | 675 | Cum | 2,737 | ₹18,47,475 |
| 10 | Supply Laying of precast concrete Blocks (Interlocking tiles) for paving of thickness 100mm rubber moulded Grey (Compressive strength not less then 30Mpa as specified in IS: 15658) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. as specified in IS: 15658:2006 (Cha.-5 S.I No. 17, SOR 2025-26 | 3,371 | Sqm | 1,020 | ₹34,38,420 |
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