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| 1 | Excavating in trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation, n.exc 10 sq.m on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge |
| 2 | M&L PCC (1:4:8) type D-2 using 40mm graded stone agg as in fdn filling mass concrete. |
| 3 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. |
| 4 | M&L brick work using sub class B brick curved or straight on plan exc 6 mtr mean radius built in cm (1:6) complete all as specified and directed by Engineer-in-Charge |
| 5 | M & L for DPC 25mm thick in cement concrete 1:2:4 type B0 and applying evenly One coat blown type bitumen @ 1.50 Kg per Sqm and binding with clean dry sand @ 0.05 Cm per sqm on horizontal or vertical surface including necessary form work all as specified and directed |
| 6 | Brick work with Sub-Class \"B\" bricks, straight or curved on plan to any radius in half brick thick walls built in (1:4) Cement motar complete all as specified and directed by Engineer-in-Charge |
| 7 | M&L 15mm thick plastering on wall concrete surfaces in cm (1:6) finished even and smooth w/o using extra cement complete all as specified and directed by Engineer-in-Charge |
| 8 | M&L cement concrete 75mm thick as in sub base of floor type C2,1:3:6 using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge |
| 9 | M&L Cement concrete in floors 40mm thick over sub base (1:2:4) using 20mmgradedaggregate finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge |
| 10 | Returning/filling in layer n\"exc 25 cm thick including spreading, levelling watering well ramming etc. complete all as specified and directed by Engineer-in-Charge |
| 11 | Removing excavated soil to distance n\"exc 50 mtr and deposited complete all as specified and directed by Engineer-in-Charge |
| 12 | M&L 15mm thick rendering in CM 1:4 on brick/concrete surface, finished the surface even andfair with using wpc. ( wpc shall be measured and paid seperetely) |
| 13 | Supply only integral water proofing compound complete all as specified and directed by Engineer-in-Charge |
| 14 | M&L hard core of gauge n\"exc 63 mm of broken stone orboulders deposited spread and leveled in layers n . exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge |
| 15 | M&L PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) 75mm thick as in plinth protection /path etc. complete all as specified and directed by Engineer-in-Charge |
| 16 | M&L preparation of newly plastered surfaces and applying 3 coats of white wash on ceiling complete all as specified and directed by Engineer-in-Charge |
| 17 | M&L preparation of newly plastered surfaces and applying 3 coats of white wash on wall complete all as specified and directed by Engineer-in-Charge |
| 18 | M&L preparing new surface on walls and applying 2 coats of cement based paint over one coat ofprimer on external walls complete all as specified and directed by Engineer-in-Charge |
| 19 | S&F 10mm dia and over deformed/TMT treinforcement,cut to length bent to shape etc as required incl binding with MS wire annealed not less than 0.90m dia complete all as specified and directed by Engineer-in-Charge |
| 20 | S&F 6 to 8mm dia and over deformed/TMT treinforcement,cut to length bent to shape etc as required incl binding with MS wire annealed not less than 0.90m dia complete all as specified and directed by Engineer-in-Charge |
| 21 | All as per item No 19 above but 8mm dia as in stirrups complete all as specified and directed by Engineer-in-Charge |
| 22 | M&LReinforced cement concrete in mix 1:1½:3(using 20mm graded aggregates) in foundations, including rafts, footings, plinth beams etc complete all as specified and directed. |
| 23 | All as per item No 22 above but in Columns, pillar complete all as specified and directed by Engineer-in-Charge |
| 24 | All as per item No 22 above but in chajjas complete all as specified and directed by Engineer-in-Charge |
| 25 | All as per item No 22 above but in beams and lintel complete all as specified and directed by Engineer-in-Charge |
| 26 | M&L formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits of foundation and plinth beam, and similar work, vertical or batter work fair finished flat surface of concrete complete all as specified and directed. |
| 27 | All as per item No 27but in columns/post complete all as specified and directed by Engineer-in-Charge |
| 28 | All as per item No 27 but in Chajjas complete all as specified and directed by Engineer-in-Charge |
| 29 | All as per item No 27 above but insides and soffits of beams complete all as specified and directed by Engineer-in-Charge |
| 30 | Forming Contration (Dummy) joints 30 mm deep x 10 mm wide, filled with sealing compound (1 part of bitument and 3 part of sand) complete all as specified and directed. |
| 31 | S&F pressed steel frames of size 125 x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc, complete all as specified and directed. |
| 32 | S&F 35mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and directed. |
| 33 | S&F2nd class hardwood glazed and skelton shutters, 35mm thick, open rebated and prepared to receive glass, gauze etc with sash bars, edges of framing plain, chamfered or rounded, fitted with cut and mtred beads for securing glass etc, sizes of members of shutters as specified in SSR Part-I, Section 8, Clause 8.24 (a) complete all as specified and directed by Engineer-in-Charge |
| 34 | S & F mild steel butt hinges 100mm long medium weight cold rolled , complete all as specified and directed. |
| 35 | S&F mild steel sliding door bolts 300mm long complete all as specified and as directed by Engr-in-Charge. |
| 36 | S & F 200mm long Aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by Engr-in-Charge. |
| 37 | S & F 150mm long Aluminium handle cast type anodised complete all as specified and as directed by Engr-in-Charge. |
| 38 | S&F Steel ventilator withtop hung shutter including hinges, steel peg stay complete all as specified and directed. |
| 39 | S&F steel windows with side hung shutters including box type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and directed by Engineer-in-Charge |
| 40 | S&F factory made steel windows with side hung shutters including box type hinges with steel handle and steel peg stay complete withot glazing bars dovetail ed or welded all complete all as specified and as directed by Engr-in-Charge. |
| 41 | S & F Sheet glass, figured glaas ,pin headed in square n exc 0.5 sqm in each pane, 3mm thick complete all as specified and directed by Engineer-in-Charge |
| 42 | S&F GI mild steel wire cloth 0.56 nominal dia wire and average width aperture 1.18mm and fixed with pinned tack or galvanized staples complete all as specified and as directed by Engr-in-Charge. |
| 43 | S&F Pre-painted galvatume aluminum zink coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engr-in-Charge. |
| 44 | M&L for MS work as in Roof trusses( Fe 410W Gde E-250 quality A) (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. |
| 45 | S&F plates (plain or chequered)channels, square cut or notched(odinary and couter sunk) forming holes, without any attachment of Gde Fe 410-W (Gde-E- 250) complete all as specified and directed by Engineer-in-Charge |
| 46 | M&L preparing new surface of steel any description not other wise described over 10 cm width or girth and applying two coats ofsynthetic enamel paint over a coat of red oxide complete all as specified and directed by Engineer-in-Charge |
| 47 | All as per item No 46 above but n exc 10 cm width or girthcomplete all as specified and as directed by Engr-in-Charge. |
| 48 | M & L preparation of new surfaces & apply two coats of synthetic enamel paint over one coat primer exc 10 cm width/girth including preparation of new surface on wooden surface complete all as specified and as directed by Engr-in-Charge. |
| 49 | Supply , Install, Test and commissioning of Chlorine dosing system of capacity 6HP,4KG/cm2 with suction of discharge tube and suitable hose holder connection including following :- As ISI MarkedMake :(a)Suction & Discharge Tubing of LDPE material 2.5 Mtrs in length with 1/4\" Hose Holder connection.(b)Stainer Cum Foot Valve, Antisyphon Valve in PP Built in Electrical cable molded with Plug Instructions manual. (c ) Tank (MOD : HDPE/LDPE) 100 Liters and Tank Agiator Slow speed Agitator 0.25 HP single phase 230 v supply. (d) Control Panel for chlorine dosing system chlorine can be adjustable according to meet water requirement to meet desired chlorine valve in this pump start & stop will be installed on raw water line . Tank (MOC LDPE) 100 ltrs slow speed agitator 0.25 HP single phase , 230 v supply 1 working +1 stand by pump ) |
| 50 | Taking down outdoor type LT Panel with by disconnecting all connections very carefully of any size and capacity and complete all as specified and directed at site |
| 51 | Supply and installationtesting andand commissioning outdoor LT panel totally enclosed weather and vermin proof, suitably ventilated, 440 Volts, 50HZ,AC supply,fully compartamentalised cubical type made out of 3 mm thick CRCA sheet steel for load bearing and2.0 mm thick non load bearing portions, protection ofenclosure IP-54 as per IS-2147 of 1962 complete with pretreatmentand powder coating of approvedcolour including suitable angleiron/flat iron frame work/supports, excavation and earth work, PCC foundation etc, including the follwoing switchgear, suppliedfitted and connected internally complete with bus bar all as directed and specified by Engr-in-charge :- (a)4 Nos copper bus bar of equal size of aluminium conductor with PVC coloured heat shrinkable type sleevescontiuous rating 600 Ampswith CTs , ammeter and volt meter with selector switches , set of LED type,indicating lamps R,Y,B on incoming side (b) MCCBTPN, 415 volt adjustable type, 400 Amps with breaking capacity 36A- 01 No (Incoming )(Make: Legrand/Schnieder/siemens)(c) Change over switches 4 pole 160 Amps-01 No (Incoming ) front operated type (d) MCCB TPN 415 volt 200 Amps wirh breaking capacity 25 KA-03Nos (outgoing) (Make: Legrand/Schnieder/siemens)(e) MCCB TPN 415 volt 160 Amps wirh breaking capacity 25 KA-02Nos (outgoing) (Make: Legrand/Schnieder/siemens) (f) MCB TPN 63 Amps Outgoing -02 Nos (Make :-Legrand/Schnieder/siemens) |
| 52 | Supply and installationtesting andand commissioning outdoor LT panel totally enclosed weather and vermin proof, suitably ventilated, 440 Volts, 50HZ,AC supply,fully compartamentalised cubical type made out of 3 mm thick CRCA sheet steel for load bearing and2.0 mm thick non load bearing portions, protection ofenclosure IP-54 as per IS-2147 of 1962 complete with pretreatmentand powder coating of approvedcolour including suitable angleiron/flat iron frame work/supports, excavation and earth work, PCC foundation etc, including the follwoing switchgear, suppliedfitted and connected internally complete with bus bar all as directed and specified by Engr-in-charge :- (a)4 Nos copper bus bar of equal size of aluminium conductor with PVC coloured heat shrinkable type sleevescontiuous rating 600 Ampswith CTs , ammeter and volt meter with selector switches , set of LED type,indicating lamps R,Y,B on incoming side (b) MCCBTPN, 415 volt adjustable type, 400 Amps with breaking capacity 36 KA- 01 No (Incoming )(Make: Legrand/Schnieder/siemens)(c) MCCB TPN 415 volt 250 Amps wirh breaking capacity 25 KA-02Nos (outgoing) (Make: Legrand/Schnieder/siemens)(d) MCCB TPN 415 volt 160 Amps wirh breaking capacity 25 KA-03Nos (outgoing) (Make: Legrand/Schnieder/siemens) (e) MCB TPN 63 Amps Outgoing- 01Nos(Make :-Legrand/Schnieder/siemens) |
| 53 | Supply and installationtesting andand commissioning outdoor LT panel totally enclosed weather and vermin proof, suitably ventilated, 440 Volts, 50HZ,AC supply,fully compartamentalised cubical type made out of 3 mm thick CRCA sheet steel for load bearing and2.0 mm thick non load bearing portions, protection ofenclosure IP-54 as per IS-2147 of 1962 complete with pretreatmentand powder coating of approvedcolour including suitable angleiron/flat iron frame work/supports, excavation and earth work, PCC foundation etc, including the follwoing switchgear, suppliedfitted and connected internally complete with bus bar all as directed and specified by Engr-in-charge :- (a)4 Nos copper bus bar of equal size of aluminium conductor with PVC coloured heat shrinkable type sleevescontiuous rating 600 Ampswith CTs , ammeter and volt meter with selector switches , set of LED type,indicating lamps R,Y,B on incoming side (b) MCCBTPN, 415 volt adjustable type, 320 Amps with breaking capacity 36 KA- 01 No (Incoming )(Make: L&T/Schnieder/siemens)(c) MCCB TPN 415 volt 200 Amps wirh breaking capacity 25 KA-02Nos (outgoing) (Make: L&T/Schnieder/siemens)(d) MCCB TPN 415 volt 160 Amps wirh breaking capacity 25 KA-03Nos (outgoing) (Make: L&T/Schnieder/siemens) (e) MCB TPN 63 Amps Outgoing -01 Nos (Make :-Legrand/Schnieder/siemens) |
| 54 | M&L for PCC(1:3:6) type C1 using 20 mm graded stone aggaregate in kerbs/coping /bed plates and like including weathering slightly rounded or chamfered completewith necessary use and waste fo formwork complete all as specified and directed at site. |
| 55 | M &L for GI Earthing complete with GIearth plate electrode 60cm x 60cm x6 mm buried directly in ground verticvally to size of earth pit not less than 0.90x 0.90 x 2.25 mtr below ground level with top edge ofthe plate at a depth not less than 1.5 mtr below ground level, earth plate connected to galvanised earthstripof size 32 x 6 mm, 7.5 mtr long (Min) by means of brazing nuts, bolts, check nuts, & washers,testing of completion (drawn in earth strip protection pipe light gade GI of size 40 mm dia) by means brazing at both edges with vertical plane of electrode all as shown in plate No 3 of SSRPart - I filling with charcoal dust , and common salt,including necessary excavation and earth work in any type of soil ,perforated watering pipeof size 15 mm dia,funnel with wire mesh,earth strip protection pipe light grade PCC chamber 1:3:6 type C1 (for even finish on both the faces) and RCC cover 1:2:4 Type B1,450 x450 x50 mm thick with 6 mm dia CTD bars 150 mm c/c with 2 Nos of handles of 10 mm dia steel rod all as specified and directed and testing on completion and connected to equipment with lugs and screw nuts etc all as specified and directed by EICNote :(i) 7.5 RM GI earth wire deemed to be included in quoted rates beyond 7.5 RM wire shall be measured and paid separately.(ii) Earth resistance of earth pit should be not more than 02 Ohms on testing after completion if the desired earth resistance is not obtained the earthing will be redone at no extra cost.(iii) Rate quoted by the tenderer is deemed to included salt & Charcoal upto & above 450 mm (Min) top of GI Plate. |
| 56 | S&F GI earth strip (32x6) mm strip with and including necessary clamps, nut bolts laid in ground complete all as specified and as directed. |
| 57 | Supply and providing sand cushioning with dry clean sand 15 cm below cable and 8 cm above the cable complete all as specified and directed. Note : Punned thickness shall be measured for the purpose of payments. |
| 58 | Supply and laying burnt bricks old size sub class-B laid in trenches for cable protection with length of brick perpendicular to length of cable complete all as specified and directed. |
| 59 | M&L for trenchless boring under road crossings/foot paths by manual / Boring machine complete all as specified and directed at site. |
| 60 | Supply and fix in replacement of 50 mm bore GI pipe light grade fixed on pole /trenches/wall/road crossing etc complete with clamp nut bolt etcall as specified and directed at site. |
| 61 | Supply,laying,jointing,testing andcommissioningXLPE insulated,armoured,heavy duty, LT UG cable with aluminium conductor,1100 volts grade cross sectional area240 sqmm 3.5 core connectedwith aluminium lugsconnectedby cramping toolsall as specified and directed at site. |
| 62 | All as per Srl items No.61here-in-beforebut of size 120 sqmm x 3.5 core complete all as specified and directed by Engineer-in-Charge |
| 63 | All as per Srl items No.61here-in-beforebut of size 95 sqmm x 3.5 core complete all as specified and directed by Engineer-in-Charge |
| 64 | All as per Srl items No.61here-in-beforebut of size 70 sqmm x 3.5 core complete all as specified and directed by Engineer-in-Charge |
| 65 | All as per Srl items No.61here-in-beforebut of size 50 sqmm x 3.5 core complete all as specified and directed by Engineer-in-Charge |
| 66 | All as per Srl items No.61here-in-beforebut of size 25 sqmm x 4 core complete all as specified and directed by Engineer-in-Charge |
| 67 | S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998 |
