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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
Refer Docs
Closing Date
11 Dec 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
PMGSY Division
Permanent restoration
2025_JKRRD_145850_1
NIT 15 of 2025-26
Open Tender
CIVIL
Percentage
Thathri
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Egnieer PMGSY Division
Yes
24 Dec 2025
5 Dec 2025
12 Dec 2025
5 Dec 2025
11 Dec 2025
5 Dec 2025
Earth work in excavation by Mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of Soil
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(4.4.5)
RANDOM RUBBLE MASONRY Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1-Nallah - Cement mortar 1:6 (1 Cement : 6 coarse sand)
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: 1:2:4-(4.4.4)-Coping
Back filling with stones behind abutment, wing walls and return walls complete as per drawing and technical specifications. Stone Boulder Nallah nominal size 225mm:
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.
Carriage of Material
Carriage of sand at an average distance 15 Km /MT
Carriage of stone aggregate at an average distance 15 Km /MT
Carriage of stones at an average distance 10 Km /MT
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