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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
₹2.9 L
EMD Value
₹5,860
Closing Date
5 Jan 2026, 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 Left River Works Division
Office of Executive Engineer LRWD, SMC at Old Funds office Building Karan Nagar near National School Municipal Park
Construction of drain from Salfiya Masjid to main road at Rose lane Tawheed Colony Junction Mehjoor Nagar
2025_HAUDD_299384_6
NIET 54 e-tendering /2025-26 LRWD
Open Tender
Civil Works
Percentage
12 days
Srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Yes
Municipal Account 0216010200000007
₹5,860
Yes
29 Dec 2025
29 Dec 2025
6 Jan 2026
29 Dec 2025
5 Jan 2026
29 Dec 2025
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil
Providing and laying stone soling/ hand packed (above 75 mm) including all sorts of carriages by all means of transport upto site of work complete job .
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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)
Form work centering / shuttering including Strutting, Propping etc and removal of form work for: (a) Foudation, footings, basis, coloums etc
12mm thick cement plaster 1:4 mix (1 Cement :4 sand )
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
Providing & Laying non pressure NP2 Class (Heavy duty) RCC pipes with collars jointed with stiff mixture of cement mortor in the proporation of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete A 250mm dia RCC pipe.
Providing and fixing of 600x600 mm Readymade polycrate manhole frame and cover of approved shape and standard size and as approved by EIC, including cost fittings and of all carriages complete job.
P/F of PVC pipe/fittings line heavy duty (Prince made). (Grade-B) with fittings complete job. A) 150 mm dia
Providing & laying Black cutting / Nallah Muck / GSB filling got by lorries including Loading, unloading. Ramming, dressing, and watering in layers and consolidation with P.R.R/D.R.R of 8 ton to 10 ton to required gradient, including all sorts of carriages complete job.
A) Supplying and stacking of graded stone aggregate at site of size range a)63mm to 45mm Size, including Supply and stacking of stone screening / chippings at site , Supply and stacking of moorum at site Complete job. Laying water bound macadam with specified stone aggregate stone screening and binding material include, screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost of all materials and carriages upto site of work complete job. a) Base course with 63mm to 45mm size including, stone screening 13.2mm size.
Carriage of materials by mechanical transport from source upto the site of work complete job . A) Stone agg 40mm from Athwajan 8 kms lead
b) Stone agg 20mm from Athwajan 8 kms lead
Sand from Ganderbal 25 Km lead
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.
Lifting / disposal of excavated/ dismantelled unservicable material from site of work to dumping site by mechinical transport including loading,unloading beyond municipal limits. as per direction of Engineer-in-charge:
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