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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
₹10.8 L
EMD Value
₹21,680
Closing Date
25 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 ENG PHE DV BUDGAM
BUDGAM
Shifting of utilities roads
2025_PHE_298671_1
E NIT 26 of phe div budgam
Open Tender
Civil Works
Item Rate
30 days
BUDGAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
EXECUTIVE ENGINEER PHE DIVISION BUDGAM
₹21,680
19 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
25 Dec 2025
19 Dec 2025
Earth work in excavation by manual 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 :
Ordinary Rock
Water Bound Maccdam/ Concrete tile paths
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work)
50 mm dia. nominal bore
40 mm dia. nominal bore
25 mm dia. nominal bore
20 mm dia. nominal bore
15 mm dia. nominal bore
Providing and Fixing of Long GI Bends of required Length and angle complete job including all carriages complete.
50 MM Dia
40 MM Dia
Restoration of road Cut by way of 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
Making connection of G.I. distribution Branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
15 to 40 mm nominal bore
50 to 80 mm nominal bore
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.
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