SPL REPAIR TO BLDG NO. P-207/01 TO 12 (OR MD ACCN) AT SHIKARGARH AND ROOF TREATMENT OF BLDG NO. P-236 OF CERTAIN UNIT AT ARMY AREA JODHPUR UNDER GE (ARMY) NO. 02

Demolition of cement concrete of any description and in any position not otherwise specifically provided for (such as copings, bands of any type, roof padding, kerbs, sunken etc; overall thickness and removing the dust debris etc to a distance not exc 250 meter from site and disposing the same complete all as specified and as directed by Engr in Charge.

M&L for plain cement concrete 1:2:4 type B0 using 12.5mm graded stone aggregates as over roof for making good depression/ undulation to make the existing roof surfaces as filling in depression of roof slab/ floor padding/ roof kerbs rounded or chamfered on edges etc complete all as specified and as directed by Engr in Charge.

M&L providing and applying roof treatment as following stage:- (i) Apply 1st coat of PU coating ( Shaliurethane LHM @ 650gm/Sqm or equivalent by brush/roller/spray. Spread non-woven geo-textile or glass fiber tissue of 45 GDM with overlaps of 50 mm in both directions when the surface is still tacky, this is optional,to be assessed as per site requirements to achieve higher mechanical properties. (ii) Allow 1st coat to dry for 10-12 Hrs. (iii) (Apply 2nd coat of PU membrane (ShaliUrethane LHM @ 650gm/sqm or equivalent)as per manufacturs instructions. Extend waterproofing treatment up to 200 mm and terminate into groov on the parapet wall. (iv) Protect the applied liquid membrane by sprinkling sand @ 200gm/Sqm over the final coating when the surface is still tacky to facilitate plastering, and including 25 mm thick plastering in CM 1:3 with admixture and water proofing compound. Note No-1:- treatment shall be done though authorised representative of manufacture's instructions.complete all as specified and as directed by Engr in Charge.

M&L for plain cement concrete 1:2:4 type B0 using 12.5mm graded stone aggregates as in roof kerbs rounded or chamfered on edges etc complete all as specified and as directed by Engr in Charge.

M&L for plain cement concrete 1:3:6 type B1, using 20mm graded stone aggregates as in coping to parapet walls including necessary form work complete all as specified and as directed by Engr in Charge.

Supply only liquid water proofing ISI marked.complete all as specified and as directed by Engr in Charge.

Demolition of cement concrete (unreinforced) in ground floor not exceeding 15cm thickness below or above ground level including floor finishes and removing debris from the site complete all as specified and as directed by Engr in Charge.

Dismantling floor hearth and wall tiles any type as including dado/ skirting etc; including cement mortar bedding complete all as specified and as directed by Engr in Charge.

M&L for non skid ceramic tiles 10mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed or bedding layer in CM 1:4 complete all as specified and as directed by Engr in Charge.

M&L for non skid ceramic tiles 10mm thick (square/ rectangular) as in skirting / dado, cut out of ceramic tiles of size exceeding 0.11 sqm but not exceeding 0.38 sqm, (Matching with floor tile of the same room) set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 complete all as specified and as directed by Engr in Charge.