The Uttar Pradesh Director Cum Chief Engineer RED has published a tender for "GRAMSABHA SAWANA PARSHURAM KE TOLE KA KAKWAL PAR PRATHAMIK VIDHYALAY SE PURAB PITCH SADAK SE PATEL BASTI TAK CC SADAK NIRMAN KARYA" on the 19 Sep 2025. This tender belongs to CC Road category. This tender is published in Deoria, Uttar Pradesh location. The vendors interested in this tender and related CC Road tenders can obtain further details by exploring Tendersniper web portal. Tendersniper sends regular tender alerts by email specifically addressing the user requirements (i.e., keywords, location and value range). Government business is a growing area of opportunity. The businesses are encouraged to actively monitor tender opportunities and participate in them to grow their business.
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Tender Title | GRAMSABHA SAWANA PARSHURAM KE TOLE KA KAKWAL PAR PRATHAMIK VIDHYALAY SE PURAB PITCH SADAK SE PATEL BASTI TAK CC SADAK NIRMAN KARYA |
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Tender Description | earthwork in cutting or in embankment ordinary soil (loam, clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earthwork embankment to be in 20 cm layer including the ramming and dressing the surface to required leves slopes and also 1.5 meter lift and 30 mt lift and 30 mtr lead . the earth from cutting to be deposited as spoil bank with in 30 mtr distance as directed by the engineer incharges as per si no. 253 (including royalty ) with cartaige earth. same as above item but in the earth cartage from 1 km distance on kachha excavation in foundation in ordinary soil including lift upto 1.5 m as per s.i. no.-251 cement concrete with 4.0 cm gauge brick ballast fine sand of 1.25 fineness modulus and cement in the proportion 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for the proper completion of work. as per s.i. no.-273 construction of granual sub-base(gsb) by providing well graded mate |
Comments | earthwork in cutting or in embankment ordinary soil (loam, clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earthwork embankment to be in 20 cm layer including the ramming and dressing the surface to required leves slopes and also 1.5 meter lift and 30 mt lift and 30 mtr lead . the earth from cutting to be deposited as spoil bank with in 30 mtr distance as directed by the engineer incharges as per si no. 253 (including royalty ) with cartaige earth. same as above item but in the earth cartage from 1 km distance on kachha excavation in foundation in ordinary soil including lift upto 1.5 m as per s.i. no.-251 cement concrete with 4.0 cm gauge brick ballast fine sand of 1.25 fineness modulus and cement in the proportion 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for the proper completion of work. as per s.i. no.-273 construction of granual sub-base(gsb) by providing well graded mate |
Published Date | |
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Due Date | 25 Sep 2025 00:00:00 |
Estimated Value | 13.64 Lakh |
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EMD | 0 INR |
Processing Fee | 0 INR |