Construction of drains and CC tile roads in Ward-41 (Biharipur Memran) along the following stretches from Sarfarazs house to Nalo Wali Masjid and Javeds house from Babbus house to Anils house and from Shakir Miyans house to Zaids house
Directorate of Local Bodies UP · Bareilly, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹8.5L
- EMD: ₹17K
- Published: 28 Sep 2026
- Closing date: 19 Oct 2026
- Status: open
- Office: Bareilly Municipal Corporation
Description
Construction of drains and CC tile roads in Ward-41 (Biharipur Memran) along specified stretches, including dismantling, earthwork, concrete laying, brick work, plastering, paving tiles, and brick/demolition cost deductions.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (14)
- Dismantling of cement concrete or brick or dismantlled materials as directed by E/I.within a distance of 60.00M — Qty: 24.08 CUM
- 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 — Qty: 14.47 CUM
- Cartage upto 5.00km for disposing of malba — Qty: 24.08 CUM
- Supply of Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 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 — Qty: 131.87 CUM
- 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) — Qty: 15.37 CUM
- 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. — Qty: 42.22 CUM
- 12 mm thick plaster in 1:5 cement & c'sand mortar over brick work minimum thickness not less than 10 mm including all supply of material, Labour T&P etc S.I.No. 584(i) — Qty: 165.65 SQM
- 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. — Qty: 7.69 CUM
- 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 material, labour T&P etc. required for proper completion of the work. SI No. 284 — Qty: 1.1 CUM
- 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 — Qty: 1.08 QTL
- P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing coarse 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 401 including lighting, guarding, barricating and maintenance of diversion etc — Qty: 26.82 CUM
- Supply and Laying of rubber Moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not less 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 surface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the mechanical pressure of 380 kg/cm2 at the time of manufacture of tile. In the manufacture of tiles the use of cement 7.5 bags of 50 kg to 8.5 bags per m3 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 — Qty: 335.31 SQM
- Deduction cost of brick bats — Qty: 10.13 CUM
- Deduction cost of bricks — Qty: 1996.86 CUM
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