Construction of Cross Bund near head work of Namji Khul, near playground Dandoosa Block Rafiabad District Baramulla

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, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in bulk excavation by manual means 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, as directed by Engineer-in-Charge.

Hand-packing stones in wire-crates; excluding cost of crates and stones

Dumping stone excluding cost of stones.in Horizontal on level

Supply of 2nd class quarry Stones

Providing and supplying wire mesh crates fabricated from zinc-coated steel wire with a nominal mesh wire diameter of 3.7 mm ± 0.2 mm.

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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

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.

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :Mild steel and medium tensile steel bars

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix)

Providing and laying polythene sheets of minimum 250 microns thickness gabious/polythene protection on slopes, including surface dressing, cleaning of the bed, overlapping not less than 300 mm, pinning/anchoring with pegs, cutting, jointing, complete as directed by the Engineer-in-charge.

Providing, filling, stitching and placing Geo Bags made of woven geo-textile fabric (minimum 250-300 gsm), size approx. 1 mx 0.7 m, filled with earth, and laid for protection work, including supply of geo-bags, filling, stitching, carriage and placing in position under flow/water conditions, complete as directed by the Engineer-in-Charge

Supplying and laying Khak bajri of approved quality, including cost of material, all lead and lifts, loading, unloading and carriage upto the site of work, spreading, watering , dressing and compacting to achieve a firm and even surface complete as directed by Engineer-in-charge.

Hiring of L&T machine (Excavator) for carrying out silt clearance, re-sectioning of canal/Nallah, and development of temporary access track, including excavation, cutting of shoals, dressing of bed and aide slopes, disposal of excavated material within permissible lead, leveling, operator charges, fuel/lubricants, emand all incidental operations required for satisfactory completion of work, complete as directed by the Engineer-in-Charge.

Providing. Filling, stitching, loading, carriage and placing of eartth filled cement bags (EC Bags) in water for forming a temporariry coffer dam for dewatering/woring condition, including all labour, tools and incidentials complete as directed.

Providing and mixing approved cold-weather concrete admixture (antifreeze/accelerating type), suitable for use in sub-zero temperatures, such as Dr. Fixit Cold Weather Concreting Admixture or equivalent, in the concrete at the manufacturer's recommended dosage. The item includes accurate measuring, batching, thorough mixing with cement, aggregates, and water, ensuring uniform distribution to allow proper setting, strength gain, and protection of concrete against freezing in minus-degree conditions, complete as directed by the Engineer-in-Charge

Providing and fixing complete internal electrification for the gang hut, including wiring for one light point, one fan point and one 6/16A plug point using PVC Insulated copper wire in PVC casing/conduit; supply and installation of one LED light fitting, one ceiling/wall fan and one main switchboard with switches, socket outlet and fan regulator, providing one miniature circuit breaker (MCB), all connections, testing and commissioning, complete in all respects as directed by the Engineer-in-Charge.

Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Carriage of materials by mech. Transport from different sources to dumping site including loading & unloading.

Stone Soling avg lead of 21 kms

Stone Aggregates 40mm size for an average lead of 20 Kms

Stone Aggregates 20mm size for an average lead of 20 Kms

Sand for an average lead of 20 Kms

Cement avg lead of 15 Kms.

Steel avg lead of 20 Kms.

Structural Steel avg lead of 24 Kms.

Crate 15km

Carriage of materials by way of head load an Avg. lead 50 Mtr.

Stone Soling

Stone Aggregates 20mm size.

Cement

Steel

Structural Steel

Crate wire