Development of facility for capacity enhancement for NMGHS coaches in Carriage workshop Ajmer.

plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil 2.25 72.00 cum 253.95 18284.40 (-) 38.00 11336.33

sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 4.1.4 170.00 cum 7226.95 1228581.50 (-) 38.00 761720.53 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.5 153.00 cum 6833.40 1045510.20 (-) 38.00 648216.32 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.6 319.00 cum 6670.25 2127809.75 (-) 38.00 1319242.04 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) 4.1.8 320.00 cum 6326.05 2024336.00 (-) 38.00 1255088.32 6 C WS-AJMER-ENGINEERING/NORTH WESTERN RLY

position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 4.2.3 5.00 cum 9375.20 46876.00 (-) 38.00 29063.12 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,

bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: // 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) 4.3.1 200.00 Sqm 307.95 61590.00 (-) 38.00 38185.80

including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns 5.9.1 200.00 Sqm 307.95 61590.00 (-) 38.00 38185.80

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.5 230.00 Sqm 608.35 139920.50 (-) 38.00 86750.71

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.6 25.00 Sqm 804.25 20106.25 (-) 38.00 12465.88

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 5.22.6 3500.00 Kg 89.65 313775.00 (-) 38.00 194540.50

for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.33.1.1 250.00 cum 8683.80 2170950.00 (-) 38.00 1345989.00 Description:- REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing

the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.35 82.50 Quintal 688.45 56797.13 (-) 38.00 35214.22

cement in the items of design mix over and above the specified cement content therein. 10.1 5000.00 Kg 93.05 465250.00 (-) 38.00 288455.00

connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 9000.00 Kg 111.95 1007550.00 (-) 38.00 624681.00

trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.19 2475.00 Kg 88.50 219037.50 (-) 38.00 135803.25

and washer plates complete. 11.5 1674.00 Sqm 928.65 1554560.10 (-) 38.00 963827.26 Description:- FLOORING // 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement

C WS-AJMER-ENGINEERING/NORTH WESTERN RLY 12.7.1 75.00 Metre 811.85 60888.75 (-) 38.00 37751.03 Description:- ROOFING // SHEET ROOFING // Providing and fixing 15 cm wide, 45 cm overall semi-

including making necessary connections with rain water pipes complete. // 0.80 mm thick with zinc coating not less than 275 gm/sqm 12.50 900.00 Sqm 671.55 604395.00 (-) 38.00 374724.90 Description:- ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per

polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 13.62.1 3000.00 Sqm 191.40 574200.00 (-) 38.00 356004.00

manufacture of required colour to give an even shade : // Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 13.63.1 1500.00 Sqm 121.45 182175.00 (-) 38.00 112948.50

give an even shade . // Two or more coats on new work 15.60 973.00 cum 219.35 213427.55 (-) 38.00 132325.08 Description:- DISMANTLING AND DEMOLISHING // Disposal of building rubbish / malba / similar

unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 15.28.1 500.00 Sqm 136.00 68000.00 (-) 38.00 42160.00

valleys and gutters etc., and stacking the material within 50 metres lead of: // G.S. Sheet 15.17.1 5000.00 Kg 2.80 14000.00 (-) 38.00 8680.00

including dismembering and stacking within 50 metres lead in: // R.S. Joists 15.17.2 5000.00 Kg 1.90 9500.00 (-) 38.00 5890.00

including dismembering and stacking within 50 metres lead in: // Channels, angles, tees and flats 15.18 20000.00 Kg 4.65 93000.00 (-) 38.00 57660.00

angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 15.19 10000.00 Kg 3.20 32000.00 (-) 38.00 19840.00

mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. 15.2.1 83.00 cum 2007.10 166589.30 (-) 38.00 103285.37

mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 15.2.2 167.00 cum 1239.60 207013.20 (-) 38.00 128348.18

mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 15.9.2 90.00 cum 2027.10 182439.00 (-) 38.00 113112.18 31 C WS-AJMER-ENGINEERING/NORTH WESTERN RLY 31 Description:- DISMANTLING AND DEMOLISHING // Demolishing stone rubble masonry 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 1.2.13.1 41.00 Tonne 291.14 11936.74 (-) 38.00 7400.78

stacking for lead less than 0.50 KM // Steel // Cost of carriage including loading, unloading & stacking for first 50 metres S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-NS Items 19192039.87 Below/Par NS1 84.00 Sqm 1153.12 96862.08 AT Par 96862.08 Description:- Supplying & Fixing of 2.00 mm thick Polycarbonate sheets clear embossed with UV stablizer having at least 60-80% transparency as per IS code and having of approved shade, fixing the

such as nuts, bolts, washer, clamps etc. complete with contractor's own labour, tools & plants equipments etc. complete as per specifications. Contractor has to produce manufacturer's test certificate along with the material Rate also inclusive of transportation, all lead & lift, taxes etc NS2 13.00 Each 5659.83 73577.79 AT Par 73577.79 Description:- Providing and fixing and commissioning of wind driven Turbo Ventilators having average capacity of 1500 to 2000 CFM having a neck diameter 600mm, overall belly diameter 700- 750mm and 42 Nos. Fins. Top plate and bottom ring shall be made of high grade stainless steel (SS304) and fins to be made of high grade aluminium ( H-14) of minimum thickness 0.71mm. The

roof sheet profile. The rate shall be include fixing of FRP base along with ventilator and special leak proof tape should be used in between all four sides, making it totally water tight etc. The rate also includes all lead & LIFT Transportation materials, labour, taxes etc. complete. The work should be carry out as directed by Engineer in-charge and as per specifications and special conditions of contract. NS3 130000.00 Kg 146.32 19021600.00 AT Par 19021600.00 Description:- Pre-Engineered Building (PEB) as per bid drawing and technical specification and

portal, frames, columns, gantry girder, all types of bracings and rafter etc. all complete (350 Mpa or grade 50)Note: Steel tile should be perforated top anti-skid pear pattern or of similar approved pattern, tiles shall be made out of 3mm (Hot rolled carbon sheet) Sheet.