Construction of approach road at Bemina Chowk connecting with bund road by way of retaining wall, earth filling and other allied items.

Chief Engineer Central Kashmir · Srinagar, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹21.5L
EMD: ₹43K
Published: 05 Oct 2026
Closing date: 15 Oct 2026
Status: open
Status as of: 06 Oct 2026 12:39 UTC
Department: PWD
Office: Srinagar North Circle

Description

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (19)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared — Qty: 765.79 Sqm
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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, all kinds of soil — Qty: 84.99 Cum
Providing & laying of stone soling hand packed in foundation and plinth including ramming, watering, compaction & lead lifts all carriages upto site of work — Qty: 14.16 Cum
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) — Qty: 9.35 Cum
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 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 9.35 Cum
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 21.25 Cum
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 2124.65 Kg
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns — Qty: 37.17 Sqm
Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry — Qty: 95.69 Cum
Dry random rubble masonry with hard stone in foundation and plinth With bond stone Quarry — Qty: 63.74 Cum
Extra for random rubble masonry with hard stone in Square or rectangular pillars — Qty: 95.61 Cum
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil — Qty: 127.48 Cum
Providing and laying, watering and compacting of Granular sub base course (GSB) material (graded) including spreading in layers not exceeding 150mm thick layers and consolidation with 8-10 tonne power road roller to the required grade and camber including all leads lifts and carriages upto site of work complete — Qty: 10.71 Cum
Supplying stacking and laying water bound macadam base course with stone aggregate 63.45mm size, stone screening 13.2 size and binding material including screening sorting spreading to template and consolidation with power road roller of 8-10 tonne capacity including carriages of all materials as involved upto site of work complete finished work to measured (75mm compacted thickness) — Qty: 6.37 Cum
Carriage of materials by way of mechanical transport including loading unloading leads lifts from source to site of work complete job.
Aggregates for an average lead of 12Kms — Qty: 35.95 Cum
Sand for an average lead of 12Kms — Qty: 17.97 Cum
Earth for an average lead of 12Kms — Qty: 127.48 Cum
Stones for an average lead of 10Kms — Qty: 159.35 Cum

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