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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Finance | -0.10% | ₹19.1 L | L1 | Admitted-Finance |
| 2 | L2₹19.1 LAdmitted-Finance | -0.05% | ₹19.1 L | L2 | Admitted-Finance |
| 3 | L3₹19.2 LAdmitted-Finance | -0.02% | ₹19.2 L | L3 | Admitted-Finance |
Tender Value
₹19.2 L
EMD Value
₹39,000
Closing Date
13 May 2026, 12:00 pmClosed
Executive Engineer, RED, Division Badaun
Office of Executive Engineer, Rural Engineering Department, Division Badaun, Room No. 226, First Floor, Vikas Bhawan, Badaun 243601
Construction of boundary wall at Government Industrial Training Institute, Kadar Chowk, Badaun (Kadar Chowk)
2026_REDUP_1136373_1
1797/RED/e-Tender/2025-26 Date 30.03.2026
Open Tender
Civil Works
90 days
Badaun
Please Refer To Tender
2 documents required · 2 mandatory
₹854
₹39,000
Yes
25 May 2026
13 Apr 2026
13 May 2026
13 Apr 2026
13 May 2026
13 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 | Item Code |
|---|---|---|---|---|---|---|
Excavation of foundation in ordinary soil with Including 1.50mts. Lift & 30mts. Incl. filling, watering & ramming all complete lab & work i/e T&p as per S.I. No. 251 | - | M3 | - | - | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | |
concrete with 4cm in 1:4:8 cement, fine sand (F.M.1.25MM) 40MM gauge stone ballast inci.iab & T&P etc.all complete S.I.No. 275 | - | M3 | - | - | 1:4:8(1 cement : 4 coarse sand (Zone III ) derived from natural sources : 8 graded Stone aggregate 40mm noinal size derived from natural sources etc. as per D.S.R.NO. 4.1.8 | |
M-150 Class Brick Work in 1:6 cement and coarse sand in foundation including lab. & T&P etc. all complete S.I. No.303 | - | M3 | - | - | Brick work with common burnt clay F.P.S ( non modular ) bricks of class designation 7.5 in foundation and plinth in 1:4 (1cement :4 coarse sand )as per D.S.R.NO. 6.1.1 | |
M-150 class brick work in 1:6 cement and course sand in super structure incl. Lab. & T&P etc all complete S.I. No. 303+309+310. | - | M3 | - | - | - | |
12mm thick plaster with cement mortar over brick c/s work minimum thikness not to be less then3/8(10mm). thick consisting 1 part cementand 6part of approved of all material lab. T&P comp. S.I. No. 584(i) | - | M2 | - | - | 12mm Thick cement Plasterof mix 1:4 (1 cement :4 coarse sand ) as per D.S.R.NO. 13.4.1 | |
R.C.C work in 1:2:4 cement,coarse sand with 20mm gauge stone ballast including lab & material etc.complete S.I.No 282 | - | M3 | - | - | M-30 Cement Concrete 1:2:4(1 cement : 2 course sand : 4 graded Stone aggregate 40mm noinal size) in Pavements, laid to required slope and camber in planeles as required including consolidation finishing and tamping complete.as per D.S.R.NO. 16.43.1 | |
Mild steel or iron in such as reinf.conc. to riquire sape as necessary including bending for proper completion of work. AS per S.I.No. 504 | - | QTL | - | - | Reinforced cement concrete work in beams.suspended floors, roof having slope up to 150 landings, balconies , shelves,chajjas,lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto 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 20mm noinal size derived from natural sources (All work upto plinth)as per D.S.R.NO. 5.3 | |
M.S. or Iron Work in heavy size such as trusses built up gates door fremes etc.i/c cutting, wending complete work. S.I.No.503 | - | QTL | - | - | S/F 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 2023 Item No- 5.22.1) | |
Fixing of barbed wire i/c all S.I.No. 513 | - | RM | - | - | S/F 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 2023 Item No- 5.22.1) | |
Earth work in cutting & filling in ordinary soil i/c all as per S.I.NO.253 | - | M3 | - | - | S/F 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 2023 Item No- 5.22.1) |
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