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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical C 122 SAMTA ENCLAVE QUTUB VIHAR PHASE 1 NEW DELHI 110071 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110071 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹92,998
Closing Date
20 Mar 2026, 2:00 pmClosed
The Registrar
JLN Marg Jaipur
Interlocking tile and cement concrete works at various location MNITJ
2026_MNITJ_900245_1
MNIT/NIT/E/2025-26/27
Open Tender
Civil Works - Others
Works
90 days
MNIT Jaipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹92,998
21 Mar 2026
25 Feb 2026
21 Mar 2026
25 Feb 2026
20 Mar 2026
25 Feb 2026
EARTH WORK
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of Soil
CONCRETE WORK
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
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