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| 1 | Execution of works |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Provision for flat brick soling with common burnt clay non modular bricks including filling joints with local sand. |
| 5 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand) |
| 6 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Steel reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Mild steel and Medium Tensile steel bars |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 15 | Provision for fitting and fixing of perforated cement jali (board) to the openings of windows as per approved design from the engineer-in-chargewith all necessary fitting and fixings, accessories, charges etc. complete. Size - 4 nos. x 1.50 x 1.80 m |
| 16 | Provision for fixing of glass door shutters and fixed panels for arch windows etc. (toughened glass of thickness 12 mm) with all necessary fitting and fixings, accessories, charges etc. complete. |
| 17 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 18 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 19 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 20 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 21 | Provision for fitting and fixing bamboo pergola for cafteria as per the specific designs approved by the engineer in charge with all necessary accessories and charges etc. complete:(a) Size of pergola - (7.10 x 1.55) m (b) Bamboo to be used - Balcua and Olivary as per design and properly treated with borax-boric for its longevity.(b) Borax-Boric Treated Olivary Bamboo – 40 nos.(c) Borax-Boric Treated Balcua Bamboo – 10 nos.(d) Water proofing mat – 12.00 sqm(e) Varnishing – 27.00 sqm(a) (g) Sundries / Unforeseen charges / bamboo and jute rope for Scaffolding works / accessories / screws etc. |
| 22 | Provision for plumbing connection to the cafeteria and supply and fitting fixing of best quality make 500 L Water Tank over a MS Frame structure of 6 m high with all necessary charges etc. complete.1. 500 Ltr Water Syntex Tank – 01 no.2. 1 inc CPVC pipe – 07 nos.3. 1 inch CPVC L – 07 nos.4. 1 inch CPVC socket – 05 nos.5. 1 inch Valve – 02 nos.6. CPVC adhesive solution– 01 bottle7. Hand wash Basin with pedestal – 02 nos.8. Basin water tap – 02 nos.9. Basin connection pipe – 02 nos.10. Reducer socket 1 1/2 inc L – 02 nos.11. Angle cork – 02 nos.12. White cement – 01 pkt13. MS Frame Structure (approx 180 kg) |
| 23 | Provision for electrification of cafeteria with all necessary charges etc. complete1. Casing/Caping 1\" – 15 nos.2. J Box – 03 nos. 3. Screw 1 1/2\" – 03 nos.4. PVC Gutka 1 1/2\" – 03 nos.5. Ceiling Rose – 08 nos.6. PVC Tape – 02 roll7. 32 amp SP MCB–01 no.8. 2 way MCB Box PVC – 01 no.9. 1 mm copper wire – 01 coil10. 2.5 mm copper wire – 30.00 mtr11. 0.75 mm copper wire – 30.00 mtr12. 12 module S box – 01 no.13. 3 module S box – 01 no.14. 2 module S box – 02 nos.15. 12 module plate junction – 01 no.16. 3 module plate junction – 01 no.17. 2 module plate junction – 02 nos.18. 6 amp switch – 08 nos.19. 6 amp socket – 04 nos.20. 16 amp switch – 01 no.21. LED Bulb (36 watt) – 03 nos.22. 4x7 PVC box – 01 no.23. LED tube light 18 watt – 04 nos.24. Bulb Holder – 03 nos.25. 16 mm armoured cable 4 core – 60.00 mtr26. 63 amp MCB 4 pole - 01 no.27. 16 amp socket – 01 no. |
| 24 | Provision for construction of octagonal rain shelter cum pause points made with locally available treated bamboo and other eco-friendly materials as per the approved design an instruction of site-engineer with all necessary accessories and charges etc. complete.1. Bamboo octagonal roof - (side edge length - 2.20 m, approx area = 23 sqm), 2. Total height of the rain shelter at mid from floor level - 3.80 m ,3. Total height of the rain shelter at edge from floor level - 2.30 m, height of rain shelter from ground level to floor level - 0.53 m, 4. Bamboo benches - 04 nos of size (L- 1.50 x seating - 0.45 x 0.50 m), 5. 03 nos. steps = tread - 0.40 m, riser - 0.15 m 6. foundation RCC post - 16 nos. (size- 0.35x0.35x0.80) using 10 mm dia bars 7. Bamboo to be used Balcua and Olivary as per design and properly treated with borax-boric for its longevity.8. Balcua Bamboo – 88 nos.9. Olivary Bamboo – 265 nos.10. Water proofing bitumensheet – 45.00 sqm11. Screws / Accessories etc.12. Varnishing – 135.00 sqm |
| 25 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 26 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 27 | Provision for purchase of good quality ISI make electric wheel chair. |
| 28 | Provision for installation of Braille Signage as per the approved design by the engineer-in-charge with all necessary accessories and charges etc. complete. |
| 29 | Debris clearance i.e. earth cutttting, stacking of loose bricks found during the operation of the structure. |
| 30 | Taking out damaged bricks and out of plumb ancient bricks carefully for re-setting after proper cleaning etc. |
| 31 | Renewing lime concrete in (1:2:4) of lime surkhi and brick aggregate mixing with organic material including beating up to 7 days to the floor and roof after removal of dead decomposed and deteriorated lime concrete |
| 32 | Provision for pointing & edging of the wall etc. with lime sand -surkhi mortar (1:1:1) mixing with organic materials after raking on the joints of wall surface including cleaning, washing etc. complete |
| 33 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). |
| 34 | Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). |
| 35 | Structural steel work riveted, bolted or welded 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. |
| 36 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 37 | Clearance of different types and nature of water Hyacinth, Aquatic weeds, repeated vegetation etc. from the ancient tank/ditch dragging manually with rope, bamboos, chains and other devices/tools & plants etc. making patches, cutting into pieces with the help ofknife/sickle/sews etc. as necessary and depositing and stocking in the marginal areas in regular form of bundhs or heaps with a lead upto 100 m and lift up to 2.5 m as per direction of Engineer-InCharge. |
