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| 1 | Earth work in excavation of foundation in hard soil including hard moorum, stoney earth, earth mixed with boulders (except sheet rock and boulders requiring blasting) with all leads and lifts for guard wall including dressing & leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour T&P required for the work etc. complete and as directed by the Engineer-In-Charge. |
| 2 | Supplying & filling in foundation & plinth with sand in 23.5cm(9”) thick layers including watering & ramming with cost, conveyance, royalties,taxes of the materials & labour with T&P required for the work etc.,complete as per direction of Engineer-in-Charge. (Measurement will be taken on finished compacted section only) |
| 3 | Cement concrete of proportion (1:3:6) in foundation and floors using 4cm. size hard black hand broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 15cm (6”) thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge. |
| 4 | R.C.C.work of Grade M-20 having minimum compressive strength in work test of 200kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 20mm down graded size black crusher broken hard granite stone chips of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting by using vibrators, watering & curing for 4 (four) weeks centring, shuttering & finishingthe exposed surface smooth providing grooves or beads where necessary including cost & conveyance royalties & taxes of all materials T&P & labour required for thework etc., complete in all respect but excluding cost & conveyance of M.S.Rods,HYSD bars or tor steel and binding wires of 18 to 20 gauge & labour charges for straightening, cutting, bending etc.,of the M.S.Rods or torsteel & binding wires & laying the grillsin proper position as per direction of Engineer-in-Charge. |
| 5 | Column Base & Footing |
| 6 | Plinth Beam |
| 7 | Column Superstructure |
| 8 | Lintel |
| 9 | Chajja |
| 10 | RCC Slab |
| 11 | RCC Well Ring |
| 12 | 75mm Cover Slab |
| 13 | Steel Reinforcement works using HYSD steel confirming to IS:1786 and IS:2062 as per section 1600 of MoRT & H specifications for Road & Bridge Works (5th Revision). All reinforcement steel and structural steel shall be procured from primary producers of steel SAIL/RINL/TATA/JINDAL/SHYAM Steel. |
| 14 | Fly Ash Brick masonry in cement mortar (1:6) in foundation & plinth using Flay Ashbricks of 23cm x11cm x 8cm size having a crushing strength not less than 75Kg per Sq.Cm, including splays cutting, circular moulding, chamfering, corbelling, watering and curing including cost, conveyance, royalties, taxesof all materials and labour with T & P required for the work etc. complete in all respect in all floors. |
| 15 | Brickwork with Fly ash bricks in cement mortar (1:6) in Superstructure (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. completeincluding cost and conveyance of all materials, labour with T&P required for the work with all taxes and royalties etc. complete in all respect as per direction of Engineer in charge. |
| 16 | 2.5Cm.(1”) thick grading concrete with cement (1:2:2) using 6mm & downgraded size over roof slab to proper slope finished smooth, watering and curing includingcost, conveyance, taxes and royalties of all materials and labour with T&P required for the work etc. complete in all respect in all floors. |
| 17 | 16mm (5/8\"\") thick cement plaster (1:6) finished smooth to inside of 9\"\"/10\"\" thick brick walls after raking out the joint including watering, curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge. |
| 18 | 12mm (1/2\"\") thick cement plaster in cement mortar (1:6) finished smooth to brick walls after raking out the joint including watering and curing for seven days with cost and conveyance of all materials and labour with T& P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge. |
| 19 | Supplying, fitting and fixing of Kotastone tiles ofminimum 16mm thick above 0.10 Sqm of approved quality, colour and size in floors, treads or steps and landing on 25mm thick bed of cement mortar cement and sand (1:1) jointed with neat cement slurry mixed with pigment to match the shade of the tiles , rubbing & polishing including cost, conveyance, royalties and taxes of all materials with labour, T&P required for the work etc. complete in all respect in all floors as directed by the Engineer-In-Charge. |
| 20 | Supplying, fitting and fixing of Ceramic tiles of premium grade in dados having thickness 6.5mm to 6.7mm confirming to IS 13753 of 30Cm x 20Cm/20cm x 20cm plain size in dados, skirting and rises of steps on 12mm thick cement plaster 1:3 jointed with neat cement slurry mixed with pigment to match the shade of the tiles including cost, conveyance, royalties and taxes of all materials with labour, T&P required for the work etc. complete in all respect in all floors as directed by the Engineer-In-Charge. |
| 21 | Supplying, fitting and fixing of M.S. Grills and gate of approved design in proper position and making good to the damages to wall or R.C.C. Structure including mending or cutting to sizes or grooves in walls and fixing with C.C (1:2:4) with cost, conveyance, royalities and taxes of all materials with all labour, T&P required etc complete in all floors. |
| 22 | Priming one coat to wall surface using water bound cement primerincludingcost, conveyance, taxes of all materials paint labour T&P etc complete in all respect. |
| 23 | Wall painting two coats with weather seal coat of approved paint painting after cleaning the surface including cost, conveyance, taxes of all materials, cost of all labour with T & P etc required for the work etc complete in all respect. |
| 24 | Distempering two coats to wall surface with any approved quality and shade over prepared surface to give an even shade including cost, conveyance, taxes of distemper and brushes, all labour T&Prequired for the work etc. complete in all respects. |
| 25 | Painting two coats with any approvedpaint over a coat of primer to wood work & iron work (Old & New) including cost, conveyance, royalties and taxes of all materials and labour with T&P required for the work inall floors including cost of paint and primer etc. complete. |
| 26 | Back filling of Surplus excavated earth at work site by initial lead of 50.00 mtr and initial lift of 1.50 mtr including cost of all labour T&P required for the work etc. complete as directed by the Engineer-In-Charge. |