Tender For Work Of Connecting Two Drains Falling Into The Reach River To The Drain Of Sps-4. - 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 mabove ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared. 2 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.6.1 All kinds of soil 3 2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.7.3 Hard rock (blasting prohibited) 4 2.10 Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m, including getting out the excavated soil, and then returningthe soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 5 2.13 Excavating trenches of required width for pipes, cables, etc, includingexcavation for sockets, depth upto 1.5 m, including getting out theexcavated materials, returning the soil as required in layers not exceeding20 cm in depth, including consolidating each deposited layers by ramming,watering etc., stacking serviceable material for measurements and disposalof unserviceable material as directed, within a lead of 50 m : 2.13.3.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 6 2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hardrock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is overcorresponding basic item for depth upto 1.5 metre) 7 2.24.2 In or under foul position, including pumping out water as metre 25%required 8 2.27 Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. 9 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 10 4.16 Extra for laying concrete in or under foul positions. 11 5.1 Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) 12 5.2 Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 13 5.9 Centering and shuttering including strutting, propping etc. and removalof form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 14 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 15 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 16 5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick 17 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 18 5.31 Extra for laying reinforced cement concrete in or under water and/ orliquid mud, including cost of pumping or bailing out water and removing slush etc., complete. 19 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 20 6.3 Brick work with common burnt clay machine moulded perforated bricksof class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :6.3.1 With F.P.S.(non modular) bricks 21 12 mm cement plaster of mix : 13.1.11:4 (1 cement: 4 fine sand) 22 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 23 Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer 24 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 25 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat ofapproved steel primer. 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces 26 Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 27 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 28 making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin- Charge. 29 16.11.2 NON - RETURN VALVE with dual plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating as specified. 30 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 31 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 32 18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :18.61 Providing and fixing CI dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc complete conforming to IS : 2373 33 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72.15 100 mm dia Ductile Iron Class K-9 pipes 34 18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : 18.68.1 Up to 600 mm dia 35 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 18.70.1 100 mm dia pipes 36 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 19.6.3 250 mm dia. R.C.C. pipe 37 19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 38 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom)beyond 0.91 m to 1.67 m 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 39 19.11 Constructing brick masonry circular manhole 1.22 m internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 40 19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m : 19.12.1 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 41 19.13 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.13.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 42 19.14 Extra depth for circular type manhole 1.52 m internal dia (at bottom)beyond 2.30 m : 19.14.1 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 43 13.25 Supplying and erection of single piece nonlinear resistor type lightning arrestor suitable for 3 wire, 33 KV overhead lines with rated voltage 30 KV (rms) with a nominal discharge current rating of 10 KA (station class) and complete with galvanised clamping arrangement, G.I. bolts, nuts, washers etc. as required. 44 Supply installation and testing of DG 50KVA 45 Extra for Synchronizing Panel 46 Supply and layingof 1800mm x 900mm x 12mm thick chequeredrubbbber mattingof tested quality. 47 1131 (A) Supply and fixingof fire extinguisher,ABC Type 6.00 kg. Capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labourfor proper completionof work 48 Supply and fixingof C02 type fire extinguisher 6.5 kg. Capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labourfor proper completionof work. 49 Electrical Connection with line,transformer, VCB, substation and meter roometc 50 Electrical Panel with all requirements as per IS. 51 SITC of Pump (Heavy Duty Submersible LT Pumpset with Non Clog Impeller) 52 Screens (SS-304) as per approved design 53 SITC Electric overhead traveling (EOT) Crane with all necessary works. 54 Electrical fittings and lights (internal and external) 55 Utility shifting 56 Restoration work (Road and Other) 57 Design Charhge 2% 58 Contingency Charges 3%
