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| 1 | Excavatiopn in foundation in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches. |
| 2 | Sand filling in plinth including supply of necessary quantity of sand from a distance not excedding 8 km from the site of work and including watering, ramming, dressing etc. Rate to include cost of all matterials, labour and T&P etc. required for proper completion of the work. |
| 3 | Providing and injecting chemical emulsion for Preconstructional antitermiteTreatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface if plinthfilling junction of wall and floor along the external premer of binding expansion............. |
| 4 | Providing and laying Cement concrete 1:3:6( 1 cement :3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. |
| 5 | First class bricks work in 1:3 in cement and coarse sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 6 | 12 mm thick plaster with cement mortar in proportion of 1:3 cement and coarse sand of 1.25 F.M. |
| 7 | R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved stone ballast in the proportion 1:1.5:3(1Cement: 1.5 Coarse Sand and 3 Stone grit 20 mm size) in RCC column excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work in RCC divider and RCC drain. (S.I.No. 282) |
| 8 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes |
| 9 | Mild steel or iron work in heavy sized such as trusses built up gates, door frames record racks, roof work, gates etc. wrought to required from including drilling holes. Revetting and/or welding where necessary and also including supply of steel bolts and nuts, wastage etc. and their fixing and all labours Tools and plants required for proper completion of the work. |
| 10 | Providing and applying white cement based putty of aveage thickness 1 mm of approved brand and manufacturer , over the plastered wall surface to prepare the surface even and smooth complete. |
| 11 | Applying one coat of water thinnable cement primer of approved brand and manufavture on wall surface. |
| 12 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade . New work (Two or more coats applied @1.43 ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm) (apex Ultima , Weather coat All quard) asian , berger. |
| 13 | 5.00 cm. (2\\") thick 1:2:4 plain cement concrete floor with cement , approved coarse sand and 2 cm (3/4\\") graded approved stone laid in panels finished with 3 mm. (1/8\\") flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 cm (3\\") thick base concrete consisting of cement, local sand and brick ballast 4 cm (1.5\\") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc. required for proper completion of the work.wiyh out base coat |
| 14 | Painting or vansishing on iron worksin small areas or new wood work with one coat of ready mixed priming paint & Two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work paint to be used should confirm to the I.S.I No. 103 1950. |
| 15 | Providing and laying Vitrified tiles in floor in 600x600 mm size specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.As per DSR 2023 item No 11.41A2.1 |
| 16 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. DSR 21.10 |
| 17 | Pointing with cement morter (1:2) on brick work in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 |
| 18 | Electrical Work Supply & fixing of 12.50 mtr high mast shaft of approved make with rising system hot dip glavinized inside & out side dip, heaving pole sheet thickness 3 mm .Top dia miniumum 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable foe wind velocity as per IS 875 part 3 & having circumferential weld with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system. with steel wire rope 6mm dia dauble drum winch including making suitable foundation as per manufacture drawing/site reuitment along with foundation boits nuts, washers, anchor plates etc complete in all respect ( PWD SH NO-651) |
| 19 | Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 170 to 200 Watt. Conforming to IP 66 Protection complete in all respect. Pwd SI no 1455 |
| 20 | Supply and Fixing of LED type double dome aviation obstraction light |
| 21 | Supply & wiring of sub main with 3 nos 6 sqm FROSH PVC insuated copper wire S.R. no 289 |
| 22 | Supply and laying of aluminium conductor PVC insulated Cable 25 sq. Mm 3 1/2 core armoured served sheathed cable 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burn bricks on side and on top. On Surface the cable run shall be fixed on M.S. clamps etc. of suitable earth conductor by clamp etc. pwd si no 501(j) |
| 23 | S/F of earthing with G.I pipe earth electrode of 3 mtr length as per direction of engineer-in-charge complete All (P.S.No 702) |
| 24 | Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as perdirection of engineer-in-charge |
| 25 | Supply and wiring of sumains with two n 2.50 sq mm fr PVC insulated 1100 V grade three core multistrand copper conductor cable in existing couduit complete wire supply as all material labour and T&P required for proper Completion of the work as dissected at site by Engineer in Charge on (M.R) |
| 26 | S/F of automatic 25 TPN control pannel complete in all respect (P.S.No 807 e ii) |
| 27 | S/F of HDPE 100mm flexible pipe PVT (M.R.) |
| 28 | S/F of Radium Steaker with Labour (M.R.) |
| 29 | SUPPLY AND INSTALLATION OF SUBMERSIBLE PUMP Supply and installation of submersible pump make cropton greeves 1.5HP (Head 59M) with all fittings and voltage stabilizer 3.5KVA with all essencial fitting, Starter all complete, as per direction of EIC. |
| 30 | Supply of 110mm dia PVC pipe 10Kg/cm |
| 31 | Supply of 110mm dia strainer with blind pipe |
| 32 | Supply and spreading of course sand & putting it up to the strianer around the strainer |
| 33 | Supply and application of bentonte slurry between bore hole and casing pipe |
| 34 | supply of 32mm medium quality G.I. Pipe |
| 35 | Digging work for water and armgment of tripod for boring |
| 36 | Borring 150mm dia 0-30M |
| 37 | Borring 150mm dia 30-60M |
| 38 | Lowring of PVC pipe assembly blind pipe strainer into borehole 0-30M |
| 39 | Lowring of PVC pipe assembly blind pipe strainer into borehole 30-60M |
| 40 | Supply and installation of G.I 32mm dia pipe to water tank inlet |
| 41 | Dis infection and Devlopment |
| 42 | Water testing |
| 43 | Add Cost of electrification 5% of the above items. (Form 1 to 15) |
| 44 | Interlocking Earth filling in plinth with carted earth 3 km away from the site of work and including watering, ramming, dressing etc. Rate to include cost of all matterials, labour and T&P etc. required for proper completion of the work. |
| 45 | Sand filling in plinth including supply of necessary quantity of sand from a distance not excedding 8 km from the site of work and including watering, ramming, dressing etc. Rate to include cost of all matterials, labour and T&P etc. required for proper completion of the work. |
| 46 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 47 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 48 | Interlocking Tiles-Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 49 | Boundrywall Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) |
| 50 | Providing and laying in cement concrete 1:4:8 (1cement:4 coarse sand:8graded brick ballast 40 mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete,also including cost of formwork in foundation as per SI No. (281) |
| 51 | First class brick work in 1:4 cement and Coarse sand of 1.25 FM mortar in super structure including supply of all materials labour T&P etc. required for proper completion of the work. wall of half brick (4.5\\") thick 307,309,310,310a In Sub Structure |
| 52 | First class brick work in 1:4 cement and Coarse sand of 1.25 FM mortar in super structure including supply of all materials labour T&P etc. required for proper completion of the work. wall of half brick (4.5\\") thick 307,309,310,310a In Super Structure |
| 53 | 2.5cm(1\\") thick damp proof coarse 1:1.5:3 of 1part cement 1.5 part coarse sand and 3 part aproved 13 mm grit as ordered by the Engineer-in-Charge in the proportion as specified by the manufactuer including supply of all material, labour and tools and plants etc. Required for proper completion of the work including SOR SI-601 |
| 54 | P/L cement concrete flooring 1:2:4 (1cement 2 coarsesand:4 graded stone aggregat of size 12.5 mm and below) laid over base concrete SI no. 279(b) (Brick Coaping) |
| 55 | 12 mm cement plaster in 1:3 Cement and Coarse Sand Including cost of all material labour and T&P etc. Complite SI No 583 .outer side/inner side |
| 56 | Finishing wall with Water proof cement paint of approved make and quality on new work two coat to give an shade. Including supply of all material, labour and T&P etc required for porper completion of the work. SI No 660 Chp-15 |
| 57 | Supply of RCC Bench |
| 58 | Supply & fixing of Sign board |
| 59 | Supply of Hot/ Cold Water Dispenser |
| 60 | Supply of fixing Steel Railling |
| 61 | Internal water supply & sanitary fittings (SI No.-2.1) @ 4% On Part (A) |
| 62 | Internal Electrification (SI. No.-2.3) @ 12.5% on Part (A) Please Enable Macros to View BoQ information |
