Tender For Civil Sor Bijnor And Saharanpur Sales Area Meerut Retail Ro - PROVIDING AND LAYING PLAIN CEMENT CONCRETE 1:1.5:3 USING 20 MM AND DOWN SIZE GRADED STONE AGGREGATES INCLUDING MACHINE MIXING, PROVIDING FORM WORK IF REQUIRED, PLACING, COMPACTING BY HAND RAMMING, MECHANICAL VIBRATORS, CURING ETC COMPLETE, PROVIDING AND LAYING PLAIN CEMENT CONCRETE 1:1.5:3 MIX USING 20 MM AND DOWN STONE AGGREGATE FOR GROUTING ANGLES/MILD STEEL STRUCTURAL, OTHER SPECS AS PER ITEM NUMBER 11, MS STRUCTURAL WILL BE PAID FOR SEPARATELY, PCC 1:1.5:3 FOR COPING: PROVIDING AND LAYING 60 MM AVERAGE THICKNESS COPING IN CC 1:1.5:3 MIX USING 6 TO 12 MM STONE AGGREGATE WITH 40 MM PROJECTION ON EITHER SIDE OF WALL WITH DRIP MOULD. RATE TO INCLUDE 20 MM THICK PLASTER IN CM 1:4 FOR FIXING OF GLASS PIECES INCLUDING MIXING, PROVIDING NECESSARY SHUTTERING, COMPACTION AND CURING. THICKNESS OF COPING AT THE ENDS SHALL BE 40 MM AND 80 MM AT CENTER, Surface dressing of the ground including removing small plants, bushes ,vegetation (dia less than 4) and making surface levelled and disposal of rubbish outside HPCLs premises to an unobjectionable place, as directed by the Engineer in Charge, Excavation for foundation upto required depth below existing ground level up to 1.5m in any tyoe odf soil except hard rock. Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, trenches/plinth beam etccompacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCLs premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete. The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths, Excavation for foundation upto required depth below ground level in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, foundation, trenches/plinth beam etc compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCLs premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.EXCAVATION IN EARTH BETWEEN 1.5 TO 3 M, Excavation for foundation upto required in hard rock and excavation shall be done by chiselling / pneumatic drilling or Blasting. Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, trenches/plinth beam etc compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCLs premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths. EXCAVATION IN HARD ROCK 1.5 mts- 3.0 mts, Supply and filling with clean silver / river sand of approved quality in layers of 150 mm each including spreading, compacting by hand ramming and watering etc, all complete as per direction of Engg.-In-Charge. Measurement basis compacted thickness only, Providing , mixing and placing REINFORCEMENT CEMENT CONCRET 1:1.5:3 mix using 20 mm and down size graded crushed aggregate including providing and fixing necessary plywood /steel shuttering , scaffolding, bracing, machine mixing, compacting by vibrators, curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of steel reinforcement, which will be paid under a separate item. Concrete conforming to relevant specifications of IS 456 - Latest Edn. RCC 1:1.5:3 FOR COLUMNS / BEAMS, Providing , mixing and placing REINFORCEMENT CEMENT CONCRET 1:1.5:3 mix using 20 mm and down size graded crushed aggregate including providing and fixing necessary plywood /steel shuttering , scaffolding, bracing, machine mixing, compacting by vibrators, curing, hacking the surface to receive plaster etc. complete. Rate shall be exclusive of the cost of steel reinforcement, which will be paid under a separate item. Concrete conforming to relevant specifications of IS 456 - Latest Edn. - FOR ROOF SLAB & CHAJJA, BRICK MASONRY WORKS :Providing and constructing 345 MM THICK brick masonry in foundation and super structure in CM 1:5 using first quality bricks of Class designation 35 (35 KG / SQCM minimum) and conforming to IS-1077-1986 including providing all openings and projections , raking the joints to 1 cm deep, scaffolding, soaking of bricks in water prior to use and curing etc complete as per specifications, SILL SLAB Providing and laying 18 mm thick machine cut & machine polished jet black granite strips over a bedding of 18 mm thick 1:5 CM for window sills. The strips shall be of single piece only as per width of window wall and project 12 mm beyond the face of the wall including nosing etc . complete, OIL BOUND DISTEMPER Providing and applying 2 coats ( first coat with brush and final coat with Roller) of OBD of approved make and shade on all surfaces and heights to give an even shade including primimg coat and full putty after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth etc., all material and labour complete. General specifications/guidelines given under WHITEWASH item also to be followed, as applicable, Plaster of Paris (POP) Moulding : Providing and fixing moulding of size 3 x 3 in the edge of the wall and the ceiling with necessary hardware, properly finished, all material and labour complete, Providing & fixing followg. size medium duty GI pipes of approved make conforming to IS-1239 laying in open on brick or RCC surface with the help of MS U clamps at every 1 m and at every turn.on the walls/concrete floors,fixing with clamps at every 1m c-c, necessary tees,bends,elbows,plugs,nipples,unions,testing of pipelines for leaks upto a pressure of 6 Kg/sq cm , painting the pipes with hot bitumen, good after piping complete, etc.
