Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.3 LAdmitted-Finance | -0.11% | ₹10.3 L | L1 | Admitted-Finance |
| 2 | L2₹10.3 LAdmitted-Finance | -0.07% | ₹10.3 L | L2 | Admitted-Finance |
| 3 | L3₹10.3 LAdmitted-Finance | -0.02% | ₹10.3 L | L3 | Admitted-Finance |
Tender Value
₹10.3 L
EMD Value
₹21,000
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 CC/drain from Parshuram School in Street No. 3, Mohalla Nekpur, City, Badaun, via Gunjan house to Sahu house (Sadar)
2026_REDUP_1136373_2
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
₹766
₹21,000
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 |
|---|---|---|---|---|---|---|
Earth work in filling in embakment in ordinary soil 1/C cartage of earth 3.0km with loading, unloading and 1/0 all same as UPP.W.D. SL NO 253 (EXCLUDING ROYALTY) | 152.59 | M3 | 221.35 | ₹33,775.8 | 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. | |
Construction of granular sub base by providing well graded material, spreading in uniform layers wich motor grader on prepared surface, mixing by max in place method by rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401 | 58.14 | 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 | |
Laying of C.C. with cement approved coarse sand and 20mm guage approved stone grit in the proporation 1:4:8 over prepated subgrade after itsrestification and bringing it to proper camber & including supply of all material labours and T&P etc. required for proper completion of works, limshed to required template as directed by engineer incharge but excluding cost of metal required for rectification of the sub grade as per sl. no 281 | 5.33 | 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 1.4 cement and coarse sand in foundation plinth including supply of all materiais labour and T&P etc. as per Sl. No. 305 | 8.07 | M3 | - | - | - | |
12mm plaster in 1:5 cement & coarse sand 1/c all labour material T&P as per Sl. No. 584(1) | 60.3 | M2 | - | - | 12mm Thick cement Plasterof mix 1:4 (1 cement :4 coarse sand ) as per D.S.R.NO. 13.4.1 | |
Supply and Laying of 125 Micron Polythin Sheet over Base Concrete Including Labour Material T&P etc. | 581.48 | M2 | - | - | 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 | |
Laying of C.C. with cement approved coarse sand and 20mm guage approved stone grit in the properation 1:2:4 over prepated subgrade after itsrestification and bringing it to proper camber & imcluding supply of all material labours and T&P etc. required for proper completion of works. finished to required template as directed by engineer Incharge hut excluding cost of metal required for rectification of the sub grade as per sl. no. 279(1) but with 20mm stone grit | - | M2 | - | - | 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 | |
Making conracion join in ce road wih 0.8kg biumen, 0.01kg cemen & 0.0025cum c/s as per sencioned by SE, RED, BLY. | 193.78 | M3 | 1 | ₹193.59 | 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) | |
S/F INGRAUTION BLACK GRANITE STONE SIZE (1.20*0.75) | 1 | NO | - | - | S/F of Inaugration BLACK GRANITE Stone SIZE (0.6*0.750.) |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.66 MB
BOQ_2122016.xls
BOQ • 0.26 MB
T1_NekpurGaliNo3.pdf
Tender Documents • 1.64 MB
Download all tender documents and submit your bid