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Tender Value
₹7.9 L
EMD Value
₹10,000
Closing Date
17 Jun 2026, 4:00 pm
SE ECC(D)Agra
220 KV Sub Station 64 Khamba Sikandra Agra
CONSTRUCTION AND REPAIR OF BOUNDRWALL AT 33/11 KV S/S MAKHHANPUR, FIROZBAD
2026_DVVNL_1155849_1
104/ECC(D)Ag/2026-27
Open Tender
Civil Works
60 days
SE ECC(D)Agra
As Per Tender Documents
3 documents required · 3 mandatory
₹1,180
DVVNL
₹10,000
31 May 2026
31 May 2026
18 Jun 2026
31 May 2026
17 Jun 2026
31 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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) All kinds of soil. (DSR 2.8.1) | 25 | cum | 194.96 | ₹4,874 | BI01010001010000000000000515BI0100001113 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 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) | 4 | cum | 5,102.19 | ₹20,408.76 | BI01010001010000000000000515BI0100001114 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Foundations, footings, bases for columns (DSR 4.3.1) | 25 | sqm | 293.72 | ₹7,343 | BI01010001010000000000000515BI0100001115 |
| 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 : (DSR 5.2) 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) | 5 | cum | 8,128.86 | ₹40,644.3 | BI01010001010000000000000515BI0100001116 |
| 5 | 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). (DSR ) (DSR 5.3) | 4 | cum | 8,617.62 | ₹34,470.48 | BI01010001010000000000000515BI0100001117 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) | 40 | sqm | 551.56 | ₹22,062.4 | BI01010001010000000000000515BI0100001118 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) | 50 | sqm | 720.01 | ₹36,000.5 | BI01010001010000000000000515BI0100001119 |
| 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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). (DSR ) (DSR 5.12) | 4 | cum | 7,928.84 | ₹31,715.36 | BI01010001010000000000000515BI0100001120 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. (DSR 5.22) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6)/ (DSR 5.22A.6) | 1,000 | kg | 80.78 | ₹80,780 | BI01010001010000000000000515BI0100001121 |
| 10 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections (DSR No. 5.30) | 300 | metre | 58.72 | ₹17,616 | BI01010001010000000000000515BI0100001122 |
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