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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹68.0 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹68.7 L
EMD Value
₹1.4 L
Closing Date
20 Mar 2026, 3:00 pmClosed
CHIEF ENGINEER
NAGAR NIGAM BAREILLY
Drainage construction work in Ward-24, Maulana Nagar, from Hanifs house near the Two Graves Chowk, through Kalyans house, to Yadav Temple, Rinku, Nathulals lane, Yusufs house, Rio Electrical, Babu Khan Market, through Samis house to Beg Hospital, fro
2026_DOLBU_1124885_1
417/CE/CD/25-26 (21 To 24) Sr No 24 Tender List 24 Date-11.03.2026
Open Tender
Civil Works
Percentage
180 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,024
Bareillye-tender.com
₹1.4 L
21 Apr 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M
Dismantling of cement concrete or brick or dismantlled materials as directed by E/I.within a distance of 60.00M
Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M
Cartage upto 5.00km for disposing of malba
Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches. excluding royalty.( S.I. No.251)
Supply and laying of empty cement bags filled with local earth sand and carriage up to site of work including stiching loading and unloading stacking and also including supply of all material labour T&P required for proper completion of the work etc.as per direction of Engineer In
Providing cost of dewatering including cost of boring, laying of 4" dia P.V.C. Pipe, Hire charges of 7.50 K.V. Deisal pumping Set, Hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set
Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the Engineer-in-Charge. (Excluding Royalty) S.I. No. 253
Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273)
First class brick work in 1:4 cement and fine sand of 1.25 FM. Mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.
12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i)
Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I.
Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504
P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc
P/L of 125 micron plastic sheet
Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement@400kg per cum, coarse and fine aggregate conforming to is:383,
Deduction cost of brick bats
Deduction cost of bricks
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