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Tender Value
₹55.9 L
EMD Value
₹1.1 L
Closing Date
4 Jun 2026, 2:00 pmDue today
Cheif PDA Prayagraj
7-8 floor Indira Bhawan PDA Prayagraj
Construction work of outer boundary wall of Parimal Vihar Housing Scheme of the Authority and boundary wall of the park.
2026_ADAUP_1148855_1
16/2/CE/PDA/2026
Open Tender
Civil Works
90 days
7-8 floor Indira Bhawan PDA Prayagraj
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
Secretary PDA Prayagraj
₹1.1 L
15 May 2026
15 May 2026
4 Jun 2026
15 May 2026
4 Jun 2026
15 May 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 | 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 lift upto 1.5 m, as directed by Engineer-in charge. (DSR 2.6.1/2023) | 650 | Cum | 130.46 | ₹84,799 |
| 2 | 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. (DSR 4.1.8/2023) | 65 | Cum | 5,006.82 | ₹3,25,443.3 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1/2023) | 138.95 | Cum | 5,417.43 | ₹7,52,751.9 |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : - All work up to plinth level : With 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 5.1.2/2023) | 13.84 | Cum | 6,648.63 | ₹92,017.04 |
| 5 | Steel reinforcement for R.C.C. work including traightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. (DSR 5.22.1/2023) | 10.86 | Qtl. | 7,871.85 | ₹85,488.29 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1/2023) | 179.79 | Cum | 6,692.87 | ₹12,03,311.1 |
| 7 | 12 mm cement plaster of mix with 1:4 (1 cement: 4 fine sand) (DSR 13.1.1/2023) | 2,300 | Sqm | 255.08 | ₹5,86,684 |
| 8 | Providing and applying white cement based putty For Outer wall of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 13.80/2023) | 2,300 | Sqm | 114.7 | ₹2,63,810 |
| 9 | Finishing walls with water proofing cement paint of required shade for New work (Two or more coats applied @ 3.84 kg/10 sqm) (DSR 13.44.1/2023) | 2,300 | Sqm | 85.92 | ₹1,97,616 |
| 10 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53/2023) for Outer Boundary Wall. | 350 | Rmt | 276.21 | ₹96,673.5 |
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