SCHEDULE OF QUANTITIES OF COMPOUND WALL WORK FOR PROPOSED CONSTRUCTION OF TEMPERATURE CONTROLLED WAREHOUSE AT PATALGANGA MIDC, DIST RAIGARH, MUMBAI. Tender Reference No. BL/LI/CC/TCWMUM/BOUNDARY WALL/1617/04 Item no Long Item Description QTY UNIT RATE AMOUNT tunnels etc., for the following depths below average ground level including shoring, strutting for protecting the sides of foundation, pumping, baling of water so as to keep foundations in dry conditions at any stage of work and drain the water away from the site of work without any extra payment, levelling, ramming the bottom of excavation and also back filling, sides of foundation with selected excavated earth in layers upto ground level including watering, consolidation and carting away and disposing off the surplus excavated earth at places shown within the site, unloading, spreading, levelling as directed including all leads and lifts, labour etc., all complete. If required, steel sheet soldier piling and propping the earth using 20 25 mm thick wooden batten in between the soldiers as directed by Engineer to protect the sides of excavation which will be paid for separately under relevant item. PCC size will be consider for measurement The rate to include for extra earth work required for providing shoring, strutting, steel soldier piling, working space etc. The length and breadth of bottom of foundation and depth from top of average ground level to bottom of foundation as shown in the drawing or as directed only shall be measured for payment irrespective of extra excavation done for steel soldier piling and for working space for any kind of works including water proof treatment works. Spec. NO. NON DSR 1 2 3 tunnels etc., for the Upto 1.50m depth tunnels etc., for the depth from 1.50 3.00m tunnels etc., for the depth from 3.00 m to 4.50m 792 CUM 182 CUM 20 CUM
4 5 6 7 tunnels etc., for the following depths below average ground level including shoring, strutting for protecting the sides of foundation, pumping, baling of water so as to keep foundations in dry conditions at any stage of work and drain the water away from the site of work without any extra payment, levelling, ramming the bottom of excavation and also back filling sides of foundation with selected excavated earth in layers upto ground level including watering, consolidation and carting away and disposing off the surplus excavated earth at places shown within the site, unloading, spreading, levelling as directed including all leads and lifts, labour etc., all complete. If required, steel sheet soldier piling and propping the earth using 20 25 mm thick wooden batten in between the soldiers as directed by Engineer to protect the sides of excavation which will be paid for separately under relevant item. PCC size will be consider for measurement. Spec. NO. NON DSR tunnels etc., for the following the depth from below average ground level to 1.50m depth tunnels etc., for the following the depth from below 1.50m to 3.00 m depth tunnels etc., for the following the depth from below 3.00m to 4.50 m depth than 1/2 Cum in size Un poclainable) by chiseling/ wedging to tunnels etc. to the required depth including all leads and lifts, stacking excavated material within plot at approved location and carting away unserviceable material outside the site as directed, dressing, grading, cleaning, excavating loose pockets and compacting them after backfilling as directed etc. as per detailed specification and conforming to safety rules of Authority during the progress of work. PCC size will be consider for measurement. Spec. NO. NON DSR than 1/2 Cum in size Un poclainable) by chiseling/ wedging to depth upto 1.50 Mtr from the average ground level 210 CUM 106 CUM 1 CUM 47 CUM
8 9 10 11 12 than 1/2 Cum in size Un poclainable) by chiseling/ wedging to depth from 1.50 Mtr to 3.00 Mtr depth. than 1/2 Cum in size Un poclainable) by chiseling/ wedging to depth from 3.00 Mtr to 4.50 Mtr depth. Dewatering the excavated trenches and pools of water in the building area by using pumps of 3 H.P. Capacity and other devices, including disposing of the water to a safe distance as directed. Spec. No.:BdA 9 Page No. 261 (DSR 14 Raigadh Region) Dewatering the excavated trenches and pools of water in the building area by using pumps of 59 H.P. Capacity and other devices, including disposing of the water to a safe distance as directed. Spec. No.:BdA 9 Page No. 261 (DSR 14 Raigadh Region) Filling in plinth and floors with approved excavated materials in 15cm to 20cm layers including watering and compaction Spec. No.: BdA 10 Page No. 262 (DSR 14 Raigadh Region) 57 CUM 9 CUM 50 Hour 25 Hour 616 CUM 13 Providing and fixing M.S. decorative railing to the compound wall using MS square bars, Tube sections and flats as per Drawing including all materials, fabrication, labours, fixing and painting with two coats of synthetic enamel paint over a coat of primer etc. complete.(wt upto25 kg/m2) 18 SQM 14 15 16 Providing and laying in situ cement concrete in M15 grade, proportion of trap metal using 20 mm and down size coarse graded machine crushed hard stone aggregate for foundation and bedding, including bailing out water manually,formwork compacting and curing Spec. No.:BdE 1 Page No. 287 (DSR 14 Raigadh Region) Providing and casting in situ cement concrete M25 Grade, of trap hard stone aggregate for R.C.C.. work like raft, grillage, strip, foundations and footing of R.C.C. Columns and steel stanchions, including bailing out water manually, centering, formwork, compacting, finishing and curing (Excluding steel reinforcement) Spec. No.:BdF 3 Page No. 298 (DSR 14 Raigadh Region) hard stone aggregate for R.C.C. columns as per detailed designs and drawings or As directed by EngineerInCharge., including centering, formwork, compacting,roughening the surface if special finish is to be provided and curing With all lead and lifts. (Excluding steel reinforcement) Spec. No.:BdF 4 Page No. 298 (DSR 14 Raigadh Region) 55 CU.M 130 Cu. M 23 Cu. M
17 hard stone aggregate for R.C.C. Beams and Lintels as per detailed drawings and designs or as directed by EngineerIn Charge., including centering formwork, compacting, roughening the surface if special finish is to be provided and curing with all lead and lifts. (Excluding steel reinforcement.) (DSR 14 Raigadh Region) 95 Cu. M 18 hard stone aggregate for R.C.C. pardi WALL 200 to 600 mm thick, including centering formwork, compacting, roughening the surface if special finish is to be provided and curing (Excluding steel reinforcement) Spec. No.:BdF 11 Page No. 304, Rate shall be inclusive of PVC Pipes of suitable sizes to be provided as per the instruction of Engineer incharge 138 Cu. M 19 Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs,drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required Spec. No.:BdF 17 Page No. 306 (DSR 14 Raigadh Region) 35 MT 20 Providing and constructing 200 mm thk block masonary with AAC Block (Autoclaved Aireated Concrete block) in cement mortar (1:4) proportion using standard size of block of approved make with minimum crushing strength 4N/mm2 including scaffolding, racking of joints in line and level, at all heights, elevations above finished floor level, curing and cleanining, etc., all complete shall be as per specification (200 mm Thk.). NON SCHEDULE 602 Sqm 21 Providing uncoarsed rubble masonry of trap stones in cement mortar 1:6 in foundation and plinth of inner wall, including bailing out water manually, striking joints on unexposed faces and watering Spec. No.:BdH. 1 Page No. 329 (DSR 14 Raigadh Region) 15 CUM 22 Providing uncoarsed rubble masonry of trap stones in cement mortar 1:6 in superstructure, including racking out joints when plastering is to be done / striking out joints, watering and scaffolding Spec. No.:BdH. 4 Page No. 331 (DSR 14 Raigadh Region) 166 CUM 23 Providing sand face plaster externally in two coats using approved screened sand in all positions, including providing base coat of 15 mm thick in cement mortar 1:4 mixing approved water proofing compound at the rate of 1 kilogramme / 50 kg of cement and curing the same for not less than two days and keeping the surface of base coat rough toreceive the sand faced treatment 8 mm thick in cement mortar 1:4 and finishing the surface by taking out grains and curing for 14 days including preparing the surface, watering and scaffolding etc. complete. Spec. No.:BdL.7 Page No.369 (DSR 14 Raigadh Region) 713 SQM 24 Providing and applying two coats of synthetic enamel paints of approved quality and shade to new structural steel work including scafolding etc complete NON SCHEDULE 18 SQM
25 Providing and fixing concertina coil fencing with required dia 610mm (having 15 nos. round per 6 meter length) on YStructural Angle of 50x50x6mm fixed on top of the concrete band placed at 3.00 Mtr apart with G.I. Staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineerincharge with spring core (2.5mm thick) 326 RMT wire of high tensile strength of 165 kg/ sq.mm with tape (0.52mm thick) and weight 43.478 gm/meter all including the cost of angle with 2 coats of primer and 2 coats of synthetic enamel paint of approved make and colour. NON SCHEDULE ITEM 26 Providing and fixing 25mm Thick Salitax Board for Expansion and Construction joints as per the drawing and as instructed by 5 Sqmtr Consultants or Engineerincharge. NON SCHEDULE ITEM A Subtotal B ADD Service Tax C ADD Swatchh Bharat Cess D ADD Kishan Vikas Cess E Subtotal Service Tax (B+C+D) Total (A+E)