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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance 6B ROSHAN GANJ KOTWALI ROAD HOLI GATE MATHURA HOLI GATE HOLI GATE MATHURA UTTAR PRADESH 281001 | MATHURA | UTTAR PRADESH | 281001 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3.9 L
EMD Value
₹3,900
Closing Date
20 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
UPSIC KANPUR
7. Construction work of C. C. road from the Street of Mintu orf suraj in village Dhikholi , Disst.Baghpat.
2026_MSME_1106579_7
99/EE1V/25-26
Open Tender
Civil Works
Percentage
90 days
BAGHPAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
EXECUTIVE ENGINEER
₹3,900
21 Jan 2026
16 Jan 2026
21 Jan 2026
16 Jan 2026
20 Jan 2026
16 Jan 2026
excavation in foundation in ordinary soil as per S.I. 251 (a)
Earth work in cutting or embankment in ordinary soil excavation to be in the form of regural pits not exceeding 0.50 m in depth and earth work in embankment to as directed by the engineer incharg complete in all respect as per S.I. No- 253 (a)
Concrete with 4cm gauge brick ballast, Fine sand and cement in proportion of 8:4:1 including supply of all materials labour and completion of the work . S.I .No- 275.
M 150 Class Brick Work 1:4 Cement and approved Coarse sand of 2.25 fm in foundation and plinth including supply of all materials, labour Taxes and T&P etc required for proper completion of work Chap 6-S.I. No. 6.04- 305a
Concrete with 4cm gauge approved Stone ballast, coarse sand and cement in proportion of 4:2:1 including supply of all materials labour and completion of the work .Chap-5 Si no-5.07 Schedule item 279.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete (as per RMR Analysis of rates)
Construction of un-reinforced with expansion and construction joint , plain cement concretrre pavement thickness as per design , over a prepared sub base with 43 grade cement or any other as per Clause 1501.2.2 (1:1.5:3) coarse and fine aggregate confirming to IS383 maximum size of coarse aggregate including cost of polythene sheet also uncluding complete shifting of material and concrete etc. (M-30) as SI No.- new 9(1) of Chapter 20.
S/F of Information sign board including …. Complete.
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