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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 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-CDR IS OLD |
Tender Value
₹1.5 L
EMD Value
₹2,980
Closing Date
26 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 REW DIVISION REASI
EXECUTIVE ENGINEER OFFICE REW DIVISION REASI, BLOCK NO. 2, ROOM NO. 205
Construcion of Protection wall at Musra - Bela 5parts in Panchayat Sarh Upper-A Block Mahore under capex DDC (69) for the year 2025-26
2026_RDPR_300629_3
e_NIT No. 298 of REW REASI of 2025-26
Open Tender
Civil Works
Percentage
120 days
DC OFFICE REASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
MH0515
₹2,980
27 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
26 Jan 2026
20 Jan 2026
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge- All kinds of soil.
Earth work in excavation in trenches for foundation, drain, pipes, cables etc ( not exceeding 1.5 m in width ) and for shafts, wells. Cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 m inciuding disposal of excavated earth in: All kind of soil
P/L Dry stone agg using 40mm n/s agg.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Construction of CIB (includes concrete Pedestrial/Brick 3*2, Plastering,Painting complete job as per direction of Engineer in charge
Carriage of Cement from an avg. distance of 15 KM by MT & 500 Meter by AT.
Carriage of sand from an avg. distance of 35 K.M by MT & 500 Meter by AT.
Carriage of aggregate below 40 mm from an avg. distance of 35 K.M by MT & 500 Meter by AT.
Carriage of stone from an avg. distance of 0 K.M by MT & 500 Meter by AT.
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