Tender Schedule for the Work "Construction of Staff qtrs. at Tainda S/S (1no.)

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1.Amount put to Tender:- Rs 7,48,024/- 2.E.M.D. Required: - R 8,000/- 3. Class of contractor :- "D" & "C" 4. Cost of Tender Paper:- R 4,200/- Sl- No Tender Schedule for the Work "Construction of Staff qtrs. at Tainda S/S (1no.) Item of Work FOUNDATION Earthwork 1 Earth work in excavation of foundation trenches and column foundation and pits in all Kinds soil and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the EIC including stacking the useful materials separately as per directions of Engineer-in-charge including cost of all labour, sundries, Tools & plants etc. complete. 5. Sale of bid document from -24.11.2014 to 28.11.2014 6. Receipt of bid document from-25.11.2014 to 29.11.2014 upto 3.00 P M 7. Date & time of opening of tender on-29.11.2014 at 4.00 P M 8. Time required for completion:4(four) calendar Months Qnty Unit Rate( in Rupees) Amount ( In Rupees) 62.94 cum 99.00 6231 Sand Filling 2 Filling in foundation trenches and plinth with sweet river sand, well watered and compacted in layers of 0.225 mtr, top surface dressed and leveled to proper gradient including cost of all materials, conveyance, all taxes and royalties, loading and unloading, including cost of all labour, T&P, sundries etc. complete as per direction of the Engineerin-charge. Earth Filling 3 Filling in foundation trenches and plinth with earth well watered and compacted in layers of 0.225 mtr, top surface dressed and leveled to proper gradient including cost of all materials, conveyance, all taxes and royalties, loading and unloading, including cost of all labour, T&P, sundries etc. complete as per direction of the Engineer-in-charge. 45.25 cum 310.46 14048 16.96 cum 32.10 544 P.C.C - (1:3:6)

4 Providing and laying plain cement concrete (1:3:6) in foundation and bottom layers of flooring etc. using 40mm size black hard crusher broken granite metal of approved quality from approved quarry including mixing, lowering, laying concrete in not less than 150mm thick and compacting to proper thickness, watering and curing for the required period as per directions of the Engineer-in-charge, including cost of all materials, all taxes and royalities, loading and unloading conveyance, all labour, sundries, T&P etc. complete. 5.51 cum 3900.84 21494 R.C.C- M20 5 Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 Grade having a crushing strength of in 15cm cubes at 28 days after mixing adn tests conducted in accordance with IS 456 and IS 516 in footing, Plinth Band, Lintels, Chajja, Shelf fins, Roof slabs, Balconies,Column, Beam Parapets, Window sills, Lofts, Railings etc. with 12mm to 20mm size black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumb and finishing the exposed surfaces smooth including cost of scaffolding, watering and curing for the required period including cost of all materials with taxes, royalties transportation, loading and unloading, all labour, sundries, T&P including hire & running charges of concrete mixer and vibrator etc complete as per the direction of the Engineer-incharge but excluding the cost of materials and labour for reinforcement bars, centering and shuttering for the work. a Column Footing and Plinth Beam 12.12 cum 4971.41 60253 b Coloumn & Beam 8.24 cum 7737.47 63757 c Lintel 1.77 cum 6830.35 12090 d Slab 8.23 cum 7644.70 62916 K.B Brick Masonary (1:6) in F & P 6 K.B. Brick masonary work in foundation and plinth in cement mortar(1:6) after immersing the bricks for six hours in water before use in superstructure as per drawings including cost cost, conveyance, all taxes, royalities, loading and unliading of all materials, including cost of all labour, scaffolding, watering and curing,sundries, T & P etc complete as per the direction of the Engineer-in-charge. 18.54 cum 3333.19 61797 Renforcement

7 Providing & fixing TOR Fe-415 reinforcement bars for RCC work of required diameter of approved quality 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 M.S. Rods or 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 specification & direction of E-I-C. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) K.B brick work (1:6 )in Super structure 8 K.B. Brick masonary work in super structure in cement mortar(1:6) after immersing the bricks for six hours in water before use in superstructure as per drawings including cost cost, conveyance, all taxes, royalities, loading and unliading of all materials, including cost of all labour, scaffolding, watering and curing,sundries, T & P etc complete as per the direction of the Engineer-in-charge. 16mm thick Plaster 9 Providing 16mm thick cement plaster to the inside surface of masonary wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plastered surface smooth using wooden floats only to proper plumbs and level as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, labour, scaffolding, watering and curing, sundries and T&P etc. complete as per direction of the Engineer-in-charge 12mm thick Plaster 10 Providing 12mm thick cement plaster to the outside surface of masonary wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plastered surface smooth using wooden floats only to proper plumbs and level as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, labour, scaffolding, watering and curing, sundries and T&P etc. complete as per direction of the Engineer-in-charge 31.87 Qtl 6396.67 203862 25.62 cum 3366.52 86250 145.26 sqm 115.99 16849 154.44 sqm 84.17 12999 6mm thick Plaster

11 Providing 6mm thick cement plaster with cement mortar (1:4) to ceilings of roof slabs, stairs, landings, chajja, shelves, columns, beams and lofts etc. including, scraping, cleaning and finishing the plastered surface smooth by using wooden floats only to proper plumbs as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries, T&P etc. complete as per direction of the Engineer-in-charge P.C.C - (1:4:8) 12 Providing and laying plain cement concrete (1:4:8) in foundation and bottom layers of flooring etc. using 40mm size black hard crusher broken granite metal of approved quality from approved quarry including mixing, lowering, laying concrete in not less than 150mm thick and compacting to proper thickness, watering and curing for the required period as per directions of the Engineer-in-charge, including cost of all materials, all taxes and royalities, loading and unloading conveyance, all labour, sundries, T&P etc. complete. Distemper 13 Providing & Painting two coats with distemper of approved shade to give an even surface including all cost ofmaterials, labour, scafolding, T & P etc. complete as pe the direction of E-I-C. Synthetic Enamel Paints 14 Painting two coats with synthetic enamel paint of approved quality and approved shade confirming to ISI on steel/wood work to give an even shade over a coat of primer of approved quality and shade including sand papering and making the surface smooth in all floors at all heights including cost, conveyance, loading, unloading, taxes of all materials, labour, sundries, T& P scaffolding required for the work and complete in all respect as per specifications and directions of Engineer-in-charge. Weather coat 15 Providing & Painting with two coats to the entire outside surface with weather coat paint of any approved shade over a coat of silicon based primer make to the outer surface after scraping and cleaning the surface including all cost of materials, scaffolding, labour, watering & curing T&P etc complete as per direction of Engineer-in-charge. Doors and windows 16 Supplying of doors and windows made out of CR sheet of 14 gauge and ms angle of 40mmx40mmx25mm size including cost, conveyance, taxes of all materials, all labour, T&P etc. complete in all respect as per direction of Engineerin-charge in all floors. 56.66 sqm 82.99 4702 5.64 cum 3457.73 19502 275.00 sqm 40.60 11165 48.04 sqm 68.63 3297 154.44 sqm 55.70 8602 765.90 Kg 65.00 49784

17 Labour for fitting and fixing in proper position of M S doors and windows and Grills etc. complete in all respect as per direction of Engineer-in-charge in all floors. PVC Door 18 Providing and fixing 30mm thick factory made PVC rigid foam paneled door shuttes with choukhat manufactured by M/s Rajshri or equivalent made from M.S. tube of 19 gauge thickness, size 19x19mm for styles and 15x15mm for top and bottom rails, covered with heat moulded PVC C channel of 5mm thick sheet and 30x50mm wide to form styles and 5mm thick and 75mm wide PVC sheets for top rail, lock rail and bottom rail on other side and 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, paneling of 5mm thick PVC sheet fitted in the M.S. frame welded / sealed to the styles and rails with 5x30mm PVC sheet beading on either side and joined together with solvent cement adhesive etc., complete as per manufacturers specification including fixing frames with 4 Nos. M.S. powder coated butt hinges complete including one 10inch aluminium aldrop and two aluminium tower bolts of 10inch and 6inch and two aluminium handles cost of all materials, conveyance, loading, unloading, and taxes of all materials, cost of all labour, sundries, T&P required for the work as per direction of Engineer-in-Charge. 19.44 Sqm 70.10 1363 1.37 Sqm 2500.00 3425 2.5 cm thick A.S Flooring (1:2:4) 19 Providing average 25mm thick A.S.Flooring with (1:2:2) using 6mm black hard granite chips using zycosil water proofing compound of approved quality over top of Roof, Terrace, including cost of scaffolding, scraping and cleaning the roof surface, plastering and finishing smooth to proper slope and gradient including cost of all materials, conveyance, taxes and sundries, T&P etc. complete as per direction of the Engineer-in-charge. 2.5 cm Grading Concrete (1:2:2) 20 Providing average 25mm thick grading Concrete with (1:2:2) using 6mm black hard granite chips using zycosil water proofing compound of approved quality over top of Roof, Terrace, including cost of scaffolding, scraping and cleaning the roof surface, plastering and finishing smooth to proper slope and gradient including cost of all materials, conveyance, taxes and sundries, T&P etc. complete as per direction of the Engineer-in-charge. R C C Jally 21 Fixing and fitting in position of R.C.C Jally as per approved design 2.5 cm to 5.00 cm thick and fixing in cement Mortar in position after cutting the grooves with cost conveyance and taxes of all materials labour and T&P etc compt and as per specification and direction of Engineer -in charge 56.66 sqm 203.1 11508 50.40 sqm 208.19 10493 2.70 Sqm 220 594 Fan Hook

22 Providing,Fixing and Fitting in position of Fan Hooks made out of M S round rod of 12mm size dia with all cost,conveyance T & P and royality of all materials etc complete. Total 23(Twenty Three) items only 10.00 Each No 50.00 500 Total R 748024 Rate to be quoted in terms of % (Percentage) less or excess over the gross value of the tender amount or at Schedule of Rate as given above.(both in words & figures in details). The percentage less or excess will be up to decimal point only. Percentage of Excess or less :- (a) In ----------% ( ) Excess Total No. of correction : Total No. of Overwriting: Total No. of Interpolations: b) In ----------% ( )Less e) As Per Schedule of Rate