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| 1 | Extension of Yoga PindiEarthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 2 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royaltyof all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 3 | Providing & laying P.C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 4 | Brick work with Fly Ash Brick ( 25 x 12 x 8cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge. |
| 5 | Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over brick work with Cement Punning for skirting and finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties,of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 6 | Providing & laying plain cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size downgraded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 7 | Supply, fitting and fixing of Kota Stone flooring in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labouretc. all completeas required for the work and direction of Engineer-in-charge. |
| 8 | Supply, fitting and fixing of tiles in dados skirting and risers of steps over 12mm thick bed of C.P. 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labouretc. all completeas required for the work and direction of Engineer-in-charge. |
| 9 | Providing and laying 60mm thick of M-30 grade inter locking paver blocks of approved shade, design having minimum compressive strength 35 N/mm² over 50mm layer compacted sand laid over sub base and compacted with vibrator including cost, conveyance, royalty of all materials complete and as per direction of Engineer-in-charge. |
| 10 | Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge. |
| 11 | Dismantling and removing old tile flooring incluidng removing the base coarse and stacking the useful materials for reuse and removing the debris within 50 m lead or as required and direction of Engineer in charge. |
| 12 | Dismantling and removing birck or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50 m lead or as required and direction of Engineer in charge. |
| 13 | Carriage of debris or surplus earth / materials like rough stone, metal and broken tiles etc. by mechanical means within a lead of 5km excluding loading but including unloading etc. complete as required for the work complete as per direction of Engineer-in-charge. |
| 14 | Shed over Yoga PindiEarthwork in all kinds of soil in excavation of foundation trenches with initial lead and lift including rough dressing in layers not exceeding 0.3 m in depth and the earth transported by transport vehicles including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 15 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royaltyof all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 16 | Providing & laying P.C.C. of prop.(1:4:8) in F & P, fountain, pathway toe wall, fountain base, base of column using 40mm nominal size down graded, screend, washed hard black cursher broken granite metal of approved quality & from approved quarry including laying in the layers hoisting, lowering, laying, watering and curing etc. complete to the requaired levels including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 17 | R.C.C. work ofM-20 having minimum compressive strength of 200kg./Cm² in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 usingcrusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge (but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 18 | Column base & Beam |
| 19 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction ofEngineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 20 | Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over brick work with Cement Punning for skirting and finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties,of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 21 | Iron work wrought and put up in trusses and record racks. |
| 22 | Tubular Struss (with M.S. Square pipe) Vertical post 150 x 150 x 5mm square, beams over the column / horizontal members, Truss - rafter with 100 x 100 x 5mm M.S. square and Purlines of 72 x 72 x 4.80 mm Square. |
| 23 | 25mm x 6mm flat as wind tie |
| 24 | 300mm x 300mm x 10mm gusset plates and base plate of 400mm x 400mm x 10mm. |
| 25 | Providing & applying Two coat weather coat (Outside) paint of approved make and shade an even finished surface over a coat of primer at all height with all scaffolding and staging charges including cost, conveyance of all materials and cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer in charge. |
| 26 | Supply all materials and labour for roofing with JSW Colouron +AI Zn Colour coated sheet with an average roof area of 6.00m x 4.50m with 0.60mm thicknessincluding drilling hole in wind tiles and fixing of ridges vallyes, J/L Hook, Nut bolt over the truss for rain shelter excluding wind ties etc. complete as required for the work and direction of Engineer-in-charge. |
| 27 | Providing and painting two coats of synthetic enamel paint on iron works as per approved shade conforming to ISI marks in all floors at all height of approved quality over a coat of red oxideprimer, sand papering, polishing the surface including cost, conveyance, taxes of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints & primer will be supplied by the contractor) |
| 28 | G.I. sheet gutter up to 30 cm wide including fixing with clamps and making connection with rain water pipes etc. complete as required for the work and direction of Engineer in charge. |
| 29 | 110mm dia OD PVC SWR D/S pipe from Gutter to Ground. |
| 30 | 110mm dia PVC SWR pipe clip |
| 31 | 110mm dia PVC SWR Door Bend 87.5\" |
| 32 | Supply, fitting and fixing of Fastner / Anchor bolt of 16mm dia and 600mm in length with 150mm top portion trreaded and M.S. bolt etc. complete as required for the work and direction of Engineer in charge. |
