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| 1 | Construction of 13.5'' Thick Boundary Wall 10' High including Coloumns 13.5'' x13.5\\" Size R.C.C Coloumns @15'C/C intervals Complete In All Respect as per approved Drawing and Design Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. |
| 2 | Cement Conc. 1:4:8 using 40 mm gague Stone aggregate |
| 3 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 4 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 5 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 6 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 7 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in Superstructure |
| 8 | First class burnt brick laid in cement sand mortar 1:5 in foundation and plinth |
| 9 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 10 | 20 mm Thick Cement Plaster 1:5 |
| 11 | Cement Pointing 1:2 (deep Variety) |
| 12 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 13 | Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 14 | Construction of Retaining Wall 12'-6'' High as per Approved Drawing and Design Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. |
| 15 | Cement Conc. 1:4:8 using 40 mm gague Stone aggregate |
| 16 | First class burnt brick laid in cement sand mortar 1:5 in foundation and plinth |
| 17 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 18 | Cement Conc1:2:4 Topping |
| 19 | 12.5 mm thick Cement Plaster 1;5 |
| 20 | Providing and Laying Weep Holes |
| 21 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 22 | Iron grated doors, including pintle hinges & arrangements. |
| 23 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per techn |
| 24 | Granular Sub-Base Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications |
| 25 | Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blendin |
| 26 | Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision. |
| 27 | Precast Cement Concrete KerbProviding and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MO |
| 28 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for a |
| 29 | Supply, installati0n, testing and œmmissioning of 1 No. lift of 15 pasœngers machine room less. Type and Capaaty : Approximately 1020 log, 15 Passengers Speed:1.0 Meter per second Type of drive: AC Vańable Voltage Vańable Frequency with 16-Bi Microproœssor. Motor: Pemaoent Magnet Geañess łdachine to be hoisted on the top of guide rail within the elevator hoist way Travel Approximatley 8 meters serving 3 floors 3 stops, 3 openings 3 levels (on the same side) Hoist way required 2600mm (Wide) x 1900mm Clear dimensions Headroom Height (HR): 5000 mm beyond finished floor level of last landing Pit Depth 1800mm below the ãnish door level of first landing Car Size Area: Minimum 2.35 square meter and Maximum 2.47 square meter Car Endosure: Construded out of stainless steel Scratch proof FiniSh (VØndal Proof}/ Honeyœmb/ Linen (Dot embosed).Car Entranœ Center Opening Automatic Doors with vision panel/ fire rated doors of Stainless stæl finish panel in Scratch Resistanœf Vandal proof with a dear opening of 900mm (wide) x 2000mm (high)Door operation: Automatic DC Door operation with adjustable door opening and closing timings Control: Simplex full selective collective control with and without akentdent Operation: Automatic Power Supply: 415 Volts, 3- phase, 50Hz Ætemating Current Floońng: Floor Skid - Resistant as per standard Fan: Bower Fan in Car for ventáation with Auto cut oP Lighãng: LED for Car Lighãng Indicators: LED Dot matrix / Digital 3 segement direction snd position indicators in the car and st all landings Hand Rail: Stainless Steel round Hand rail not less than 600mm long at 900mm above floor level (Side LH,Side RH & Rear) Call Bukon Height: Call button (Outside the lit) placed at a height between 800mm-1meter from the goor level Control Panel Height: Control panel placed at a height between 800mm-1meter from the floor level Std. Govt. features. |
| 30 | XLPE INSULATED LT CABLES: XLPE INSULATED UN-ARMOURED CABLES (LOOSE): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:- Overall size 16 sq.mm (4 Core) Un-armoured (Loose) |
| 31 | MINIATURE CIRCUIT BREAKERS: Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size ofthimbles/lugs:- MCB Single Pole 6-32 amp. (10kA, Curve-C) |
| 32 | MCB Double Pole 40 amp. (10kA, Curve-C) |
| 33 | MCB four Pole 50 amp,63 amp . (10kA, Curve-C) |
| 34 | SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/RCBO's/ RCCB's: Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color- coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles andbonding to existing earth etc:- SP&N Double Door Distribution Board 12way each |
| 35 | COPPER EARTHING : Earthing with 8 SWG (4mm dia.) electrolytic copper wire thimbled (1No. copper thimble with suitable size steel bolt, washers & double nut) with 30cm x 60cm x 2mm thick copper plate (made cylindrical) burried below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the copper wire run through 20mm dia. G.I. pipe (A-Class) recessed in wall and in floor etc., up to suitable Length in metre (including bore Length). G.I. pipe 20mm dia. (A-class) of suitable Length should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:- Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 10.50 metre (34.44 feet) below ground level (up to 14metre in Length) with G.I. pipe 20mm dia. (A-class), 9metre long |
| 36 | Additional Length Copper Wire 8 S.W.G (4mm dia) in 20 mm dia G.I pipe (on surface) |
| 37 | MCCB's (FOR PANELS & SHEET ENCLOSURE): Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader terminal links, Extended rotary handle and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:- MCCB Four Pole 40amp., 415volts, ?25kAFixed Magnetic and Adjustable Thermal Setting |
| 38 | MS SHEET ENCLOSURE FOR MCCB's: Supply & Erection of indoor type MCCB enclosure of suitable size having provision for MCCB with extended rotary handle. The Enclosure shall be made from 14/16 SWG CRCA sheet, confirming to IS 8623/1977-82. The door should be double folded without edge and the gasket should be S type puffed neutral rubber gasket for long life. The hinges of the door should be bolted type with double hole arrangement. The Enclosure door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. The Enclosure will be wall mounting type having provision for cable entry from bottom/top with cable glands etc. The sheet metal is sprayed with corrosion resistant etch primer. The finishing treatment shall be applicable with air drying paint (7/9 tank Powder coated process should present in company pemises) after necessary putty work:- MS Sheet Enclosure having provision for MCCB 40-160Amp.with extended rotary handle (Approx. Size 500mm x 300mm x 200mm) |
| 39 | Public Health Work Providing & Installing 200mm i/d straight tubewell with reverse rotary rig method upto 200 mtr. Depth below ground Level including cost of M.S Pipe & stainless steel strainer including cost of consumable stores, fuel, oil, transportation of rig to site and following items complete in all respect. (Depth of bore 200 mtr.below BGL) a) Stainless steel wire bound, cage type screen as per IS 8110-2000 with latest amendments. b) MS Pipe & sockets confirming to IS 4270-1992 with latest amendments (no negative tolerance to be allowed).c) Development & Stabilization of T/well with requisite compressor as mentioned in relevant annexure as well as confirming to IS 2800 – 1991 with latest amendments. |
| 40 | PIPELINE FOR PUMPING MAINProviding, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. |
| 41 | ChlorinatorProviding, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. |
| 42 | PUMPING MACHINERYProviding & Installing Testing & Commissioning of One No. electric panel board consisting of electric appliances such as automatic Star Delta Push Button or oil immersed Starter, Main Switch, VM, Ampere Meter, ELCB, Shunt Capacitor, Single Phase preventer, Indicating Lamps, Kit-Kat etc. including M.S. Column Pipe of suitable size 65 mm =71 mtr (in 3 mtr lengths each with flanges , screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable (reputed make) complete in all respects as per standard Specifications, including cost of CI fittings inside pump chmaber, construction of gravel pit outside P C and constrcution of V-Notch Houdi as per standard drawings and design Note:- Energy Efficiency of pump under all working condiitions should be as given in Fig.4 ( Minimum efficeny in percent for 2 pole submerssible pump set (IS CODE 8034 or latest) |
| 43 | Providing & Fixing Aliminium Ladder complete in all respect for UGSR (Heavy Duty) |
| 44 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 45 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating (P.T.M.T.) |
| 46 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.40mm i/d Brass Ball valves |
| 47 | 50mm i/d Brass Ball valves |
| 48 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.80mm i/d |
| 49 | Providing, fixing and jointing G.I Union Couplings (of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect.80mm i/d G.I. Union |
| 50 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement,R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming toI.S.I complete as per standard design. Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
| 51 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Foundation and plinth. (Including carriage) |
| 52 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 53 | Providing & Installing Testing & Commissioning electric mono block Pump Set Capacity of delivering up to 500 LPM at head 15 Mtr. suction size 50mm. Delivery size 50mm complete with 10mm Sq. 3 core water proof cable fitted party on surface with clamps and partly in the floor length up to pedestal holding clamp (Suggested BHP = 3) make Kirloskar or equivalent complete as per specification and as desired by engineer in charge (Rate as per Allotment) |
| 54 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.110mm o/d pipe of 10 Kgf. / sqcm (Including Excavation) |
| 55 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.Inside size 90x150 cm and 120 cm deep |
| 56 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.Depth not exceeding 3 m. BGL All kinds of soil except rocky |
| 57 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.250mm i/d pipe |
| 58 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 59 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete Gully chamberSize 610mm x 457mm x 1105mm |
| 60 | Providing and installing O-General/Dikan/Carrier/Toshiba/Mitsubshi make 3 star rating with EER 3.5 fixed speed model (High Wall Cooling only without installation Kit i.e. Copper Pipe) for any other equilsent make split tpye air coniditioner of 2.00 tonne capacity suitable for 230 volts single phase suppy with nature friendly Refregent R32 |
| 61 | Providing and installing automatic voltage stablizer copper winding and having suitable range of input and outpur of 5 kv capactiy of reputed make along with ampere meter volt meter and 3 core wire of 1.5 meter length |
| 62 | Providing and fixing extra refregent copper pipe including cutting chase in wall and making good the same wall complete in all respect at the reach 9 mtr each |
| 63 | Providing and fixing 15mm I/D PVC drain pipe with specials for split type air conditioner |
| 64 | Provision of angle iron stand for placing outdoor AC Unit |
| 65 | Providing and fixing PVC 70/76, 3 core electrical wire for split type air coniditioner Please Enable Macros to View BoQ information |
