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| 1 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags/sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in-charge. i.100 mm dia |
| 2 | Reaming of pilot hole to an enlarged bore hole in any soil starta by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer-in-charge, A) From 100 mm dia pilot hole to 250 mm bore hole |
| 3 | Providing and fixing of UPVC end cap suitable for UPVC'CM\\" casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer-in-charge, i) 100 mm dia |
| 4 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-n-charge. B) RS pipe i) 100 mm dia |
| 5 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-n-charge. A)'CM'casing pipe,ii) 100 mm dia |
| 6 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-n-charge. A)'CM'casing pipe,i) 150 mm dia |
| 7 | Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer-in-charge, ii) 150x100 mm dia |
| 8 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer-in-charge. |
| 9 | Providing and shrouding of the deep tube well assembly with washed pea gravels (2.0-4.75) mm effective size) as per specifiation (IS:4097) using deep drilling rig and direction of the Engineer-in-charge, A) with contracor's high power rig i) with pea gravels obtained from Durgapur, West Bengal. |
| 10 | Providing & fabrication of UPVC column pipe including fitting fixingof G.I. flange by cutting the UPVC pipe (conforming to IS: 1239medium class) into 3.05 mtr. long and welding the same withGI flange as per specification and direction of the 9 Engineer-in charge (G.I. pipe will be provided by the agency at his owncost & risk). For 50 mm dia G.I. pipe with 10 mm thick Gl flange |
| 11 | Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as requiredas per specification and direction of the Engineer-in-charge. 1. 2.50 sqm |
| 12 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc complete as per specification and direction of the Engineer-in charge.i. 32 amps |
| 13 | Supplying and installation of water lubricated submersible pump having ISI marked of capacity 2000 GPH at total head up to 60 mtr. Cuple with submersible motor 2HP suitable for 240 voltas(+10% variation single phase 50 HP.AC supply DOL starting method to run at 2880 RPM along with 35 mtr 2.5 sqm. PVC insulated 3 (Three) core Flate copper cables including fitting fixing and lowering if with 40 mm dia G.I Pipe up to 100 FT.(30.00 mtr) etc. complete as per direction of the Engineer-In-Charge. (40 mm dia G.I pipe and fitting will be paid separately) |
| 14 | Supplying and fitting fixing of MS box of having size 60 cm x 60 cm x 45 cm with slope roof and font shutter with locking arrangement fitted with 4 Nos 40 mm x 40 mmx 6 mm MS angle of 1.60 m long in/c providing & fitting wooden board inside the box having size 55 cm x 55 cm x 1 thick for fitting all the electrical features like starter, main switch and in/c cost of necessary painting & embedding the box with CC block size 30 cm x 30 cm x 60 cm with 1:2:4 (1 Cement: 2 river Sand: 4 Jhama brick aggregate 20 mm gauge) as per direction of the Engg-in-charge. (Starter, Main switch will be paid separately). |
| 15 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfillingof soil as required after laying of pipeline, in layers notexceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter -2 of CPWD specification and direction of the Engineer - in -Charge. A. For UPVC pipes in new wora. In all kinds of soil. i) For pipes not exceeding 90 mm dia |
| 16 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. V.40 mm dia |
| 17 | Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers, of same class conforming to IS 10124 (Pt-ll) with solvent cement conforming to IS:14182including testing of joints complete (but excluding the cost ofspecials like bend, tees etc. which will be paid separately) asper CPWD specification and direction of the Engineer - in - charge A. Class -3 (working pressure 6.0 kg/ cm2 |
| 18 | Providing and fixing G.I. pipes medim class as per IS: 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc.complete as per CPWD specification and direction of the Engineer-in-charge . A. External work i. 20 mm dia. nominal bore |
| 19 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -chargevi. 20 mm dia 225 mm long |
| 20 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in-chargei. 20 x 15 mm dia |
| 21 | Providing and fixing C. I. Bib cock (long handle) as per CPWD specification and direction of the Engineer - in -charge.i. 15 mm dia |
| 22 | Providing and fitting fixing of brass fullway valve with handlein the Gl pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer-in-charge.1. 15 mm dia |
| 23 | Providing and fitting fixing of brass fullway valve with handle in the Gl pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in -charge.i.15 mm dia |
| 24 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (includingcentering, shuttering, staging etc. but excluding reinforcement) I P.C.C grade M 10 (using jhama brick aggregate) (ii) Nominal mix 1:3.6 (Hand mixing) |
| 25 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but 24 without fittings and the base support for tank. |
| 26 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern withmanually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 27 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps. |
| 28 | Installation of 1 HP pump |
| 29 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622-2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement: 4 fine sand), Jointing with grey cement slurry @3.3 kg/sqm including pointing the Anti-Skid Tiles Ceramic Tiles 1st quality 300 x 300mm in all shades and designs |
| 30 | Providing and fixing vectified glazed wall tiles 300 x 450 mm or more conforming to IS: 15622-2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. |
| 31 | Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overalldimension, as below (tolerance +/-1mm) with wall thickness 2.0mm+/- 02mm. corners of the door frame to be jointed with galvanized brackets and stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 x 19 mm and 1 mm +/-0.1 mm wall thickness and 3 nos stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-In-Charge.Extruded section Profile size 48x40 mm. |
| 32 | Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59 * 24 mm and wall thickness 2 mm plus/minus 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/plastic brackets of size 75 * 220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserying galvanised MS tube of size 20 * 20 mm and 1mm plus/minus 0.1 mm wall thickness. The lock rail made up of \\"H\\" Section, a UPVC hollow section of size 100 * 24 mm and 2mm plus/minus 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanised MS \\"U\\" cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having overall thickness of 20 mm and 1mm plus/minus 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontaly 6 mm galvanised MS rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-In-Charge. (for W.C. and Bathroom door shutter). |
| 33 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Rectangular shape 453 x 357mm |
| 34 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 35 | Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete (excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer - in - charge. A. Class-3 (working pressure 6.0kg/cm2) vi. 110 mm OD Please Enable Macros to View BoQ information |
