CONSTRUCTION OF ROAD FROM PMGSY ROAD NAJAR MOHALLA TO KHATANA MOHALLA AT GRATNARD
Chief Engineer North Kashmir · Lolab, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹29.7L
- EMD: ₹60K
- Published: 25 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: Public Works Department
- Office: Lolab Division
Description
Construction of road from PMGSY Road Najar Mohalla to Khatana Mohalla at Gratnard, including earthwork, stone soling, cement concrete work, surface dressing, excavation, filling, water bound macadam, and RCC pipes.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (11)
- Earth work in excavation bymechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — Qty: 101.25 Cum
- Providing and laying of stone soling(Hand Packed) including ramming, dressing and watering — Qty: 27 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) — Qty: 20.25 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed aggregate — Qty: 242.92 Cum
- Centring and shuttering including strutting, propping etc and removal of form work Foundations, footings, bases of columns etc. for mass concrete. — Qty: 540 Sqm
- Surface dressing of ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m — Qty: 1277.5 Sqm
- Earthwork in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth lead upto 50 meter and lift upto 1.5m as directed by engineer-in- charge. All kinds of soil. — Qty: 547.5 Sqm
- Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.Job — Qty: 383.25 Cum
- Supply and filling Nallah Muck in 15 cm layers including ramming, dressing, watering and consolidation with power road roller 8-10 ton capacity all inclusive of leads , lifts ,loading, unloading and carriage of material from source to site of work complete job. — Qty: 383.25 Cum
- Providing & Laying water bound macadam with specifiedstone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost stone aggregate, screenings, kankar, moorum etc. complete job Base course with 63 mm to 45 mm size with stone screenings 13.2 mm size incl all carriage of material — Qty: 191.625 Cum
- Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In charge i. 450mm dia — Qty: 14.64 RM
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