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| 1 | Item No-6/Page 37 of (d) 2000 litre capacity TANK-2000 L supplying P.V.C, water storage tank of approved quality with closed top with lid (Black) – Multilayer |
| 2 | It. No. 2(a) / Page. No. 1 of 315 ( Building Schedule ):- Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. |
| 3 | Item. No 12 /Page- 229 of 315 ( Building Schedule ) :- Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics wihout rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.NB. -- This rate only for Northern Circle, NBCC-I & NBCC-II |
| 4 | Item No.36(f), Page No: 42 of 315 (As per Building schedule):- Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation. |
| 5 | It. No. 10(ii)// Page No. 24 of 315 ( Building Schedule ) :- Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 6 | It. No. 1(ii-b)// Page No. 189 of 315 ( Building Schedule ) :- Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] b) with (4:1) cement plaster (i) 15mm thick plaster |
| 7 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.(d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. |
| 8 | Page-13/ It No-19(11) of (A)-(II) G.I. PIPE WORKS AND FITTINGSSupply of PVC pipes & fittings Schedule 80 (medium duly) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS: 1239 (Part - 1). i) 100 mm dia PVC (ASTMD) 5 Nos x 6.0m = 30.00 mtr |
| 9 | Page-13/ It No-19(11) of (A)-(II) G.I. PIPE WORKS AND FITTINGSSupply of PVC pipes & fittings Schedule 80 (medium duly) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS: 1239 (Part - 1). ii) 32 mm dia PVC (ASTMD) 6 Nos x 6.0 m = 36.00 mtr |
| 10 | Page-13/ It No-19(11) of (A)-(II) G.I. PIPE WORKS AND FITTINGSSupply of PVC pipes & fittings Schedule 80 (medium duly) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS: 1239 (Part - 1). iii) 25 mm dia PVC (ASTMD) 2 Nos X 6.0 m = 12.00 mtr |
| 11 | Page-13/ It No-19(11) of (A)-(II) G.I. PIPE WORKS AND FITTINGSSupply of PVC pipes & fittings Schedule 80 (medium duly) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS: 1239 (Part - 1). iv) 15 mm dia PVC (ASTMD) 1 Nos X 6.0 m = 6.00 mtr |
| 12 | Page 62 of (A) (MI) TUBE WELL Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. i) 100 mm dia 2 Nos X 3.0 m = 6.0 mtr |
| 13 | Laying Rising main, delivery main, Over flow, wash out pipe line with supplying, fitting, fixing PVC pipes of approved make (Medium duty) conforming to ASTMD -1785schedule -80 and threaded tomatch with G.I. pipes as per IS: 1239 (Part-I) with all necessary accessories, specials, viz socket, bend, tee, union, cross, elbow, nipple, longs crew, reducing socket, reducing to, short piece etc.1 fitted with holder bats clamps including cutting pipes, making threads, fitting, ring etc. in all respect including cost of all necessary fittings as required, joining materials and two coats of painting with approved paint in any position above ground to feed the water nearest lo houses at least one habitation to gel water through stand post and complete the all works as per drawing & direction of the E.I.C. (Suggested brand :- Supreme / Oriplast /Long last). i) 32 mm dia HDPE = 6.0 mtr |
| 14 | Supplying, delivery & Erection of pre-fabricated M.S. Steel structure of 3.00 mtr. Height above G.L. for resting of 3000 LITRE, capacity HDPE water storage tank of approved brand capable 2 of extreme weather conditions including wind thrust up to 100 KM/Hour with Fixing of necessary MS ladder/railing and painting with appropriate weather coals including all allied works as per approved drawing and direction of the E.I.C. |
| 15 | Supply, delivery installation of 1000 watt peak capacity Solar Photovoltaic array panels (PHILIPS/TATA / HAVELLS/ UTL/Webel Solar/make ) along with 1 H.P. capacity Solar Photovoltaic AC submersible pump set (designed to use with Solar Power) in the New existing bore-well/Tube well of approved brand (PHILIPS/TATA / HAVELLS/ UTL/Webel make ) having discharge capacity not less than 1000 Ltrs/hour at 40 Mtrs, head including supply of all necessary materials viz, required dia. column pipes etc. as specified of approved quality, labour etc with all allied works as per direction of site In charge/ Engineer |
| 16 | Installation of pump riser pipes, connecting rods, brass cylinder etc if required including supplying the required quantity spare parts of approved quality and fitting the same in position by engaging expert tube well mechanic & helper with necessary tools & plants after lowering of Solar Photovoltaic submersible pump set. |
| 17 | Installation of Solar photovoltaic array PHILIPS/TATA / HAVELLS/ UTL/Webel Solar/make Panels on the structure as per standard & approved drawing which will grouted either ground based by construction of foundation concrete or integrated with the staging steel structure of water tank. The Solar Panels will then beconnected to the Pump Controller which in turn will be connected to the pump as well as the level Indicator of the water tank |
| 18 | Extra carrying charges for transportation of all materials related with the above work at working 6 site by any means or by manual labour time to time including head load due to inaccessibility ofsite if required with specific prior permission from the EIC |
| 19 | Supply, Installation testing & Commissioning Express Water 600 GPD Commercial Water Filtration System – 2 Stage High-Capacity Filtration – Includes Pre-Filters, Pressure Pump, Controller, Gauges, and Membrane. with Solar Power Pump motor 1KW sets. Commercial Water Filter: Remove up to 99.99% of contaminants including Lead, Chlorine, Fluoride, Cyanide, Giardia, Radium, Asbestos, Calcite, Heavy Metal, Bacteria, Viruses, Pharmaceuticals, and other major contaminants. High Quality Commercial System: Express Water Commercial Water Filtration Systems are designed to be compact and durable. Built with a stainless-steel frame, all components are protected and compactly organized for maximized storage Efficient Commercial Water Filter: This Commercial Filter is outfitted with a pre-installed computer interface module and easy-to-read gauges for maximum control and efficiency in your commercial water filter system. 2 Stage Commercial Filter: Express Water 2 Stage Commercial Water Filter Systems includes 5 micron Sediment filter, 2 Activated Carbon Block filters, Post-Activated Carbon filter and Membrane for clean, clear, and fresh water wherever need it. Water test report is to be provided as per the direction of the EIC |
| 20 | (Page No-89 of 124,Item No. 4) :- Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.(Other than SAIL/TATA/RINL) |
| 21 | Display Board |
| 22 | Water Testing Cost |
| 23 | CGST & SGST @ 18% of Rs. 419620.38 |
| 24 | LABOUR CESS @ Rs.01% of Rs. 495152.38 Please Enable Macros to View BoQ information |
