At Narkatiaganj - Development of second entry with circulating area

A-Non-Schedule Items

B-CPWD-DSR-2021

C-CPWD-DSR-HORTICULTURE

Item Breakup - B-CPWD-DSR-2021

of 88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge, Concealed work, including cutting chases and making good the wall etc. 137 18.8.1 15 mm nominal dia Pipes Metre 200 441.15 88230 138 18.8.2 20 mm nominal dia Pipes Metre 150 513.75 77062.5 139 18.8.3 25 mm nominal dia Pipes Metre 100 626.05 62605 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 140 18.9.3 25 mm nominal dia Pipes Metre 147.5 370.65 54670.88 141 18.9.5 40 mm nominal dia Pipes Metre 100 559.2 55920 142 18.9.6 50 mm nominal dia Pipes Metre 200 811.85 162370 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet : 143 18.22.2 150 mm diameter Each 10 190.1 1901 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber 18.31 insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 144 18.31.1.1 Class I Each 10 4097.9 40979 18.48 Providing and placing on terrace (at all floor Litre 5000 9.7 48500 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 145 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 146 18.49.1 15 mm nominal bore Each 125 434.2 54275 SAMASTIPUR DIVISION-ENGINEERING/EAST CENTRAL RLY Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS 18.51 standards and weighing not less than 690 gms. 147 18.51.1 15 mm nominal bore Each 150 708.4 106260 Providing and fixing C.P. brass stop cock 18.52 (concealed) of standard design and of approved make conforming to IS:8931. 148 18.52.1 15 mm nominal bore Each 100 594.75 59475 Providing and fixing C.P. brass angle valve 18.53 for basin mixer and geyser points of approved quality conforming to IS:8931 149 18.53.1 15mm nominal bore Each 100 500.35 50035 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing & fixing chrome plated brass 18.84 battery based infrared sensor operated pillar cock, having foam flow technology. 150 18.84.1 15 mm nominal bore Each 40 8050.5 322020 20.0 PILE WORK Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the 20.3 cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 151 20.3.1 300 mm dia piles Metre 525 2560.9 1344472.5 152 20.3.2 400 mm dia piles Metre 3000 3178 9534000 153 20.3.3 450 mm dia piles Metre 150 3545.2 531780 Extra over single under ream for providing additional bulbs in under reamed piles, 20.4 under specified diameter(only the nos. of extra bulbs are to be paid) 154 20.4.2 400 mm dia piles Each 400 2433.8 973520 21.0 ALUMINIUM WORK Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required 21.1 EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum Kg 150 466.3 69945 155 thickness of powder coating 50 micron) SAMASTIPUR DIVISION-ENGINEERING/EAST CENTRAL RLY For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum Kg 125 564.8 70600 156 thickness of powder coating 50 micron) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in 21.2 panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative Sqm 200 965.1 193020 157 lamination on one side and balancing lamination on other side Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 21.3 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): 21.3.2 With float glass panes of 5 mm thickness Sqm 75 1325.55 99416.25 158 (weight not less than 12.50 kg/sqm) Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, 21.4 including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. 21.4.1 With stainless steel cover plate minimum Each 20 2448.85 48977 159 1.25 mm thickness Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick 21.12 & 2100 mm long with SS screws etc .complete as per direction of Engineer-in- Charge. 21.12.2 Powder coated minimum thickness 50 Each 90 563.5 50715 160 micron aluminium tubular handle bar 21.13 Providing and fixing Brass 100mm mortice Each 20 449.55 8991 latch and lock with 6 levers without pair of 161 handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. SAMASTIPUR DIVISION-ENGINEERING/EAST CENTRAL RLY 21.17 Providing and fixing anodised aluminium Kg 100 560.85 56085 grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless 162 steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). 23.0 RAIN WATER HARVESTING & TUBEWELLS Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.1 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 163 23.1.1.1 300 mm dia Metre 90 592.05 53284.5 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.2 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 164 23.2.1.1 300 mm dia Metre 100 690.7 69070 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 23.3 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 165 23.3.1 100 mm nominal size dia Metre 250 553.2 138300 166 23.3.2 150 mm nominal size dia Metre 125 668.5 83562.5 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with 23.4 ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 167 23.4.1 100 mm nominal size dia Metre 125 579.95 72493.75 23.7 Supplying, filling, spreading & leveling cum 5 1309 6545 coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over 168 gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. STRUCTURAL GLAZING ALUMINIUM 25.0 COMPOSITE PANEL SAMASTIPUR DIVISION-ENGINEERING/EAST CENTRAL RLY 25.1 Providing and supplying aluminium Kg 47.5 370.45 17596.38 extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour 169 and shade as approved by the Engineer-in- Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. 25.3 Providing, assembling and supplying vision Sqm 48 3377.5 162120 glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the 170 glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 25.4 Extra for openable side / top hung vision Sqm 18 3309.05 59562.9 glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with 171 stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge. Total 127591623.94 SAMASTIPUR DIVISION-ENGINEERING/EAST CENTRAL RLY

Item Breakup - C-CPWD-DSR-HORTICULTURE