|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m all kinds of soil complete all as specified and directed. |
| 2 | M&L for Plain Cement concrete type D2 1:4:8 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 3 | M&L Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 4 | Description all as per Sr item No. 3.00 here in before but above plinth level upto floor Vth level complete all as specified and directed. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete complete all as specified and directed. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Colum ,struts , Lintels, beams, plinth beams, girders, bressumers and cantilevers complete all as specified and directed. |
| 7 | M&L for TMT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level complete all as specified and directed. |
| 8 | M&L TMT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level complete all as specified and directed. |
| 9 | M&L for fly ash brick work with Old size bricks straight or curved on plan exc. 6m mean radius built in CM 1:6 complete all as specified and directed. |
| 10 | M&L for 12 mm cement plaster of mix 1:6 (1 Cement : 6 Fine Sand) etc complete all as specified and directed. |
| 11 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) complete all as specified and directed. |
| 12 | M&L for Finishing (two or more coats applied @3.28 ltr/10 sqm) walls with water proofing cement paint of required shade complete all as specified and directed. |
| 13 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.Two or more coats on new work complete all as specified and directed. |
| 14 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red |
| 15 | S&F in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works complete all as specified and directed. |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 17 | Providing and laying Glazed vitrified Matt/ Anti Skid floor tiles of 600X1200mm in Verandah/Passage floor and dados (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., The Tiles must be cut with zero chipping diamond cutter only, Laying of tiles will be done with the notch tower, plier, wedge , clips of required thickness, levelling system and rubber mallet for placing the tiles getntly and easily all comleted as specified and as directed by the Engineer-in-Charge. |
| 18 | M&L for cement concrete 1:3:6 type C-2, 75 mm thick using 40mm graded stone aggregates as in plinth protection even and smooth without using extra cement complete all as specified and directed. |
| 19 | Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately). |
| 20 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws complete all as specified and directed. |
| 21 | Providing and fixing ISI marked 100x58x1.90 mm M.S. pressed butt hinges bright finished with necessary screws etc. complete all as specified and directed. |
| 22 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm complete all as specified and directed. |
| 23 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :200x10 mm |
| 24 | S&F 300mm long Aluminium alloy, anodised, sliding door bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast- aluminium alloy complete all as specified and directed. |
| 25 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, complete all as specified and directed all kinds of Soil. |
| 26 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres complete all as specified and directed. |
| 27 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density complete all as specified and directed. |
| 28 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete all as specified and directed. |
| 29 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). |
| 30 | Providing and laying in position bitumen hot sealing compound for expansion joints etc complete all as specified and directed. |
| 31 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 32 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. |
| 33 | W- Beam highway crash Barrier:-Metal Beam Crash Barrier of 3.0 mm, consisting of 1800 mm post single side metal beam Crash Barrier, Consisting of below mentioned:A. W-Beam made by cold roll forming process from Hot rolled coils/Sheets 1.Thickness- 3 mm th (with tolerance) 2. Corrugation- depth 83 mm 3. length of W Beam -4318 4.Width -312 mm 5. Galvanized Hot dip Galvanizing of 350-5500 gsmsqmt B. Post channel made by cold roll forming process from hot rolled MS Sheet 1. Thickness - 5 mm thick ( within tolerance) 2.150x75x75 mm 3. Length of Post - 1800 mm of Each Post 4. Spacing - 2000 mm C/C 5. Galvanized Hot dip Galvanizing of 350 -550 gsm/sqmt C. Spacer made by cold roll forming process from hot rolled MS Sheet 1.Thickness - 5 mm thick (within tolerance) 2. Size -150x75x75 mm 3. Length of spacer - 330 mm 4. Spacing -2000 mm CC 5. Galvanized Hot dip Galvanizing of 350-550 gsm/sqmt D. Fasteners Hot dip galvanzing Grade 4.6/8.8,Button Head/Hex bolts, Nuts & Washer 1.16 mm dia button head bolts for spice joints & for connection of W beam to spacer beam 16 mm dia Hexagonal head bolts for connecting of space to Post E. Weight - 23-23.5 kgs per meter |
| 34 | Excavation in trenches in any type of soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soil including forming bottom surface to required slope/gradient for laying cables/pipes etc. including removing cable protection covers/ bricks complete all as specified and directed. Notes : (i) Excavation shall be made carefully in order to avoid damage of existing cables and brick protection. |
| 35 | M&L for Returning, filling in, including spreading leveling, watering and well ramming the excavated soil in layers not exceeding 25 cm thick complete all as specified and directed. |
| 36 | M&L for Removal of surplus excavated soil to a distance not exceeding 50 Mtr distance and depositing as directed at a level not exceeding 1.5 mtr above starting point complete all as specified and directed. |
| 37 | Material & labour for sand filling with clean dry fine sand unwashed including gently punning around cables in trenches/ducts for cable protection complete all as specified and directed. (NOTE : Thickness after punning shall be measured for payment) |
| 38 | M&L for Un-reinforced precast concrete cable cover class LV type I, flat, size 250mm x 150mm x 40mm as proteciton to under ground cable laid dry flat adjoining each other complete all as specified and directed |
| 39 | Material & labour of PCC 1:3:6 type C-2 using 20 mm graded stone aggregate (4 stay). in mass concrete and filling complete for foundation/hard standing coping , complete all as specified and directed. |
| 40 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation filling of poles and mass concrete etc complete all as specified and directed. |
| 41 | M&L for PCC 1:2:4 type B2 with 40 mm grade stone aggregate as in foundation for outstanding around pole near feeder pillar/LT panel foundation of stays, including form work, fair finishing to exposed surface complete all as specified and as directed by Engr-in-Charge. |
| 42 | Supplying, laying & jointing GI water tubing, 40 mm bore, light grade as in sleeving etc laid in trenches / pole post etc, cutting and making necessaries arangement by means of wedling and jointing suitable as per site requirement complete all as specified and directed . |
| 43 | Supplying, erecting and fixing in replacement of UNSV steel tubular swaged pole (410 SP – 31), 9 mtr long,in true vertical position complete conforming to IS : 2713 (Part-I & III) 1980 with cast iron base plate, pole cap / finial taper plug, bolts, nuts and washers, welded reduced section and longitudinal weld throughout entire length of pole with and including 2 coats of black bituminous paint externally upto planting depth and remaining exterior portion of pole finished with one coat of red oxide primer complete, all as specified and directed. (Note : Excavation and PCC work shall be measured and paid seperatly under Sch \\"A' relevent item) |
| 44 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core complete all as specified and directed. |
| 45 | Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core complete all as specified and directed. |
| 46 | Supply and fixing LED street light fitting 90 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed. |
| 47 | Supplying and fixing in position Junction box made of SMC/FRP sheet ready made of size 300 mm x 200 x 105 mm having 100 A Capacity RYB and neutral aluminium bus bar of 3 mm thick duly fitted on suitable insulator . The gasket should be internally embedded, and made of Polyeutherene. Box shall be suitable for up to 35Sqmm cables including one no. MCB SP 230 volts 6 amps and connecting the bus bars to cables with using suitable GI nut, bolts and washers and aluminum lugs etc fixed on pole using 30x5mm FI clamps,nuts,bolts & washers complete all as specified and directed |
| 48 | S&F 40 mm dia GI light grade pipe bracket 1.50 m long bent to shape by cutting & welding as required & directed and fixed to pole with two Nos of FI clamps 40x5 mm to be tightened with bolts, nut and washers and including painted with two coat of aluminium paint over a coat of red oxide primer complete all as specified and directed. |
| 49 | M&L for making holes in electric/street light poles of any height or in any shape, by means of drill machine and drawing of 1.5sqmm x3 core cable through the hole from junction box to the hole on the top of pole near the street light fitting complete with all electric connections complete all as specified and directed. (Rates of the cable deemed to be included) |
| 50 | Supply , installation, commissioning and testing of AC, 3 phase,415 volts,50 Hz,out door type factory made free standing ,dust proof, vermin and water proof cubicle electric panel board, fabricated out of 3.15 mm thick CRCA sheet with angle iron frame made out of MS angle 50x50X6 mm thick ,front side door and locking arrangement, degree of protection-IP 65. The metal will be treated in seven tank process . After thorough treatment , the panel will be epoxy powder coated, painted with standared and approved gray colour including volt meter, amp meter,indicator lamps, selector switches & with CTs of suitable size, Auto/ manual selector switch for time switch etc. Fully compartmentalized designed with suitable size of aluminum bus bar 200 amps capacity - 4 Nos, fixed/supported on DMC type insulators. Prewired with suitable size of copper wire/strips including earth terminals- 2 Nos, cable ally( for incoming and outgoing cables). Providing suitable and sufficient holes at the bottom side of the panel board for inserting incoming and out going cables. Conforming to the relevant ISS including necessary PCC plateform 100 mm thick made out in PCC (1:2:3), and making space for fixing following:- Please Enable Macros to View BoQ information |
| 51 | Supply , installation, commissioning and testing of AC, 3 phase,415 volts,50 Hz,out door type factory made free standing ,dust proof, vermin and water proof cubicle electric panel board, fabricated out of 3.15 mm thick CRCA sheet with angle iron frame made out of MS angle 50x50X6 mm thick ,front side door and locking arrangement, degree of protection-IP 65. The metal will be treated in seven tank process . After thorough treatment , the panel will be epoxy powder coated, painted with standared and approved gray colour including volt meter, amp meter,indicator lamps, selector switches & with CTs of suitable size, Auto/ manual selector switch for time switch etc. Fully compartmentalized designed with suitable size of aluminum bus bar 200 amps capacity - 4 Nos, fixed/supported on DMC type insulators. Prewired with suitable size of copper wire/strips including earth terminals- 2 Nos, cable ally( for incoming and outgoing cables). Providing suitable and sufficient holes at the bottom side of the panel board for inserting incoming and out going cables. Conforming to the relevant ISS including necessary PCC plateform 100 mm thick made out in PCC (1:2:3), and making space for fixing following:- Please Enable Macros to View BoQ information |
