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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
23 Mar 2026, 6:00 pmClosed
EE WRD I BHILWARA
EE WRD I BHILWARA
Renovation work of Feeder Gram Jabrkiya to Gram Panchayat Motipur Tank. Tehsil Asind District Bhilwara
2026_WRDAS_543635_1
NIT-20/25-26/5392/WRD-I/BHL
Open Tender
Civil Works
Percentage
545 days
BHILWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
AS NIT CONDITIONS
₹4.9 L
Yes
24 Mar 2026
4 Mar 2026
24 Mar 2026
4 Mar 2026
23 Mar 2026
4 Mar 2026
Cutting & clearence of jungle, bushes, shrubs Ankra / Ipomoea , julieflora, typna, etc. on canal & bunds in dry moist / slushy conditions including disposal as per instruction of the Engineer in charge, Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary
Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect ( c ) Rock Extra lead over item no 1 to 8 of excavated material (a) Beyond initial lead of 50m & 250m (b) Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2 km)
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. (b) Hard rock not Requiring blasting
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Phylite & other hard rock requiring nominal blasting (C)
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect. Phylite & other hard rock requiring nominal blasting (C) Add extra over item No.1 to 8 for disposal of excavated material abovei nitial lift of 1.5 m and for every additional lift of 1.5 m or part there of including loading and un- loading wherever required Add extra for over all depth of excavation above 1.5m and upto 3m
Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm
Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and upto 450mm, including curing and finishing etc including all lead so fall construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenlyand shall be not closer than 150 mm from the surface In cement mortar (1:6)
Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15cm in size in any direction and weighing not less than 23Kg) for Superstucture including curing all leads of construction materials, & all taxes and with initial lift / delift of 5m from ground level etc. complete ; In cement mortar (1:6)
Plaster in cement sand mortar 1:3 including raking of joints, smooth finising & curing etc. complete including all lead of all construction material of thickness ; (b) 20 mm
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of ; (a) 75 mm
Dry stone masonry including all leads of all construction materials.
Side shuttering including propping etc. complete (to achieve finish F 2 for : (b) Top and intermediate bedplates, inbetween masonry or piers, abutments , sluice wells etc.
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. ( Excluding Labour Charges )Np3-pipe 1200mm
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.NP-3 (Labour Charges only)
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MOTIPURFEEDERBidDocument1.pdf
Tender Documents • 1.84 MB
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