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Tender ID
Tender Value
₹8.7 L
EMD Value
₹17,000
Closing Date
28 Apr 2026, 3:00 pmClosed
Executive Engineer
C.D. Prayagraj-02, UPAVP Pratapgarh
CONSTRCUTION OF BOUNDARY WALL OF PARK AND C.C. ROAD IN SECTOR-A OF INDU VIHAR YOJANA DISTT-PRATAPGARH UNDER INFRASTRUCTURE FUND.
2026_UPHDB_1131381_1
560/L-11/27 Dated 25.03.2026
Open Tender
Civil Works
Percentage
180 days
Indu Vihar Yojana
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Executive Engineer, C.D. Prayagraj-02, UPAVP.
₹17,000
30 Mar 2026
30 Mar 2026
28 Apr 2026
30 Mar 2026
28 Apr 2026
30 Mar 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 surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: DSR 2.1.1 All kinds of soil | 110.83 | SQM | 94.55 | ₹10,478.98 |
| 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 lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil | 41.15 | CUM | 129.24 | ₹5,318.23 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8.1 | 26.18 | CUM | 189.53 | ₹4,961.9 |
| 4 | 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)DSR-4.1.8 | 12.77 | CUM | 4,960.03 | ₹63,339.58 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).DSR 4.1.2 | 0.48 | CUM | 6,073.23 | ₹2,915.15 |
| 6 | 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 5.1.2 | 0.17 | CUM | - | - |
| 7 | 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 : 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 5.2.2 | 0.34 | CUM | - | - |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement 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). beam D.S.R. 5.3 | 4.56 | CUM | - | - |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) D.S.R.4.10 | 14.72 | SQM | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars. DSR 5.22.1 | 6.01 | QTL | - | - |
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