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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance DUBEDIYA CHAITPUR GONDA | GONDA | GONDA | UTTAR PRADESH | -0.10% | ₹1.3 Cr | L1 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
20 Mar 2026, 3:00 pmClosed
CHIEF ENGINEER
NAGAR NIGAM BAREILLY
In Ward-13 Ganesh Nagar, the following works are being carried out drainage and CC tile road construction from Jagendra Pathak to Mithu, from Dr. Surendra to Shishupal Sharma, from Rambir to Ankur Mishra, near Pradeep Agrawal, from Satish Yadav to Ch
2026_DOLBU_1124878_1
417/CE/CD/25-26 (21 To 24) Sr No 23 Tender List 24 Date-11.03.2026
Open Tender
Civil Works
180 days
BAREILLY
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Bareillye-tender.com
₹2.5 L
10 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
Supply of 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.
RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284
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 factory made 80mm thick Interlocking Cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and embedding/laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc. required for proper complition of work as directed by Engineer-in-charge. as per New Item No. 01 Page 41 Add Extra for using rubber moulded CC I/L 80mm thick tiles instead of ordinary tiles. Note:- (Tiles may be used dumble shapes rather than 'T' Shape of color in grey, red, yellow or black as per requirment or direction of E/L for proper complition of the work.
Deduction cost of brick bats
Deduction cost of bricks
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)
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.
P/L of 2cm thick DPC with cement and approved coarse sand 1:2 and including water proofing materials as ordered by the E/I in the proportion as specified by the manufactures including supply of all material, labour and T&P etc. required for proper complition of the work and including proper curing and shuttering as necessary. S.I. No. 360
First class B/w in 1:4 Cement C'sand mortor in S/S including supply of all meterial labour t&P etc required for proper completion of work SI N0. (305+307)
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.
RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in slab of culvert excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 284
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
Fabrication of Mild steel or iron work of grill and stair case railling (When not included in an overall rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts and wastage etc. and there fixing if required for proper completion of work.(S.I.No.502c)
P/Laying 2mm thick plaster of paris putty for proper complition of the work as per Direction of E/I all complete As per D.S.R. No. 13.26
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) as per D.S.R. 13.46.1
Two coat painting with synthetic enamel paints on new plain surface with primer of approved quality of colour by E/I.
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
Supply and Laying of rubber Moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I
Azadirachta indicia ( Neem ) height 120-130cm in big polybag size 25 cm.
Polyalthia longifolia (Ashok) height 150-165 cm. in earthen pot size 25 cm. & Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge
Dalbergia sissoo (Seasam) height 120-135 cm. in big poly bag size 25 cm.
Delonix regia (Gulmohar) height 150-165 cm. in big poly bag size 25 cm.
Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge.
Providing and stacking of Phyllanthus emblica (Amla) of height 150-165cm. in Big HDPE Bag as per direction of the officer-in-charge.
Ashwagandha of ht. 30cm with multi branches in Poly bag of size 20 cm.
Bottle palm ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bag size 25 cm
Sunflower hybrid well developed 15 to 20 cm ht. with fresh & healthy foliage at blooming stage in 20 cm Earthen Pot/Plastic Pot
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge
Bamboo 18 to 20 cm girth and 90 cm height
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