Tender For Construction Of Community Centre On Khasra No. 0//78, 0//127 At Indri Road Under C M Announcement Scheme Code No. 29239 Dated 04/12/2025 Ladwa, Ladwa-Haryana

TDR : 55776329

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Ladwa , Haryana

Tender Brief : Tender For Construction Of Community Centre On Khasra No. 0//78, 0//127 At Indri Road Under C M Announcement Scheme Code No. 29239 Dated 04/12/2025 Ladwa

Document Fees
₹ 20000 /-

EMD
₹ 1936000.0 /-

Tender Value
₹ 8.16 Crore /-

Submission Date
23-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	36 wat led street lights
2	Providing and fixing Signage of Community Centre Ladwa built in font size 450mm high and 50 mm thick, fixed on external wals with proper hardware, including all scafolding and other hardwares.
3	Providing and fixing awning of manual arm which can be folded and extended, fixed on wall with sufficient MS frame work and fixed on anchor fastner bolt.
4	Supplying,laying , under ground / laying on a cable tray / laying in cement concrete trench the following sizes of hot dipped galvanised iron conductor. The work is inclusive of providing clamping with the trays / on the sides of the trenches, making joints where ever required and providing the hardwares and the terminating the hardwares and the termination to the equipment / earthing station / etc.
5	Supplying and laying of following 1100 volts grade PVC insulated sheathed copper conductor armoured control cables in existing trenches cables trays, clamped on wall with suitable saddles, fixing bolts, including testing and commissioning.(2 core 2.5 Sq.mm PVC insulated copper conductor armoured control cables)
6	Supplying and laying of following 1100 volts grade PVC insulated sheathed copper conductor armoured control cables in existing trenches cables trays, clamped on wall with suitable saddles, fixing bolts, including testing and commissioning.(4 core 2.5 Sq.mm PVC insulated copper conductor armoured control cables)
7	Supplying of all materials and making terminations of control cable terminations for control cables above item complete with single brass compression glands, copper lugs etc. as required. (2 Core x 2.5 Sq.mm Cable )
8	Supplying of all materials and making terminations of control cable terminations for control cables above item complete with single brass compression glands, copper lugs etc. as required. (4 Core x 2.5 Sq.mm Cable )
9	Supply, laying, connection, testing and commissioning of following sizes of 1.1kV grade Single core FRLS PVC insulated Single core sheathed Cable confirming to IS:1554 with Bright annealed copper conductor for 1.1kV voltage grade. It should include both ends terminal joints providing tinned copper terminal lugs, single compression PVC cable glands up to 16 sqmm cable and double compression PVC cable glands for above, insulation tape, effecting terminal connections to the equipment complete as required.(1c x 16 sqmm Cu. sheathed FRLS cable )
10	20 Watt Led Recessed Mounted
11	12 W FOUNTAIN LIGHT.....
12	FLEX NEO LED STRIP 24 W 6500 K 5 M....
13	600 MM SWEEP WALL MOUNTED FAN 1440 RPM
14	10 W BULK HEAD LIGHT
15	Supply,installation, testing and commissioning of: 10/100/1000 POE L2 Ethernet Switch 32 port with 2 Nos of Fibre Slot and as per specification complete as required.
16	Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) 900 lpm at 35 m Head.
17	Supplying and fixing single headed internal hydrant valve withinstantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :
18	Connections from riser with 25 mm dia stop gun metal valve and M.S. Pipe and socket.
19	Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required
20	Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete.
21	Providing and fixing C.I. double acting air valves of approved quality with bolts, nuts, rubber insertions etc. complete ( The tail pieces, tapers etc. if reqd. will be paid separately)
22	Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : (Above Ground) 150 mm nominal bore (class C)
23	Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : (Above Ground) 100 mm nominal bore (class C)
24	Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : (Above Ground) 80 mm nominal bore (class C)
25	Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : (Above Ground) 50 mm nominal bore (class C)
26	Providing, laying, testing and commissioning of `C` class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : (Above Ground) 25 mm nominal bore (class C)
27	Providing and fixing carbon-di-oxide type fire extinguishers consisting of welded M.S. cylindrical body, internal discharge tube, discharge nozzle, suspension bracket, conforming to IS 2878, finished externally with red enamel paint and fixed to wall with brackets complete with internal charges.
28	Providing and Fixing of stored pressure Fire Extinguisher ABC powder type (Mono Ammonium Phosphate Powder) Magnetic Pressure Gauge having the facility to check at site, Discharge Time less than 9 Secs, Controllable discharge mechanism, Range minimum 4 Meters, applicable on Class A,B,C and electrically started Fire, A Rating- 21A, B Rating 55B as per BS EN-3 BIS 15683 marked, Can Construction : Deep drawn and CO2 Mig welded, Valve Construction : Forging and Machining, Internal Coating of Can : Epoxy Powder coating, External Coating ofCan : Epoxy Polyster Powder coating, Sheet metal thickness : 1.60MM, Helium LeakDetection Tested, Warranty.
29	Providing and fixing MS partly glazed single/double hung lockable shutter fabricated from MS section as required with 5 mm thick glass for fire station complete including stove enamelled painting of door and frame and words `Fire Hydrant` written on glass, suitable to accommodate 2 Hydrant landing valves, 1 fire hose reel, 2 nos.15m long 63 mm dia hose,1-branch pipe, 1no. fire man`s axe, fire extiguishers 2 nos, including suitably mounted on a raised masonry platform as required. (Approx.size 0.90 m x 2.1m )
30	Providing and fixing MS partly glazed single/double hung lockable shutter fabricated from MS section as required with 5 mm thick glass for fire station complete including stove enamelled painting of door and frame and words `Fire Hydrant` written on glass, suitable to accommodate 2 Hydrant landing valves, 1 fire hose reel, 2 nos.15m long 63 mm dia hose,1-branch pipe, 1no. fire man`s axe, fire extiguishers 2 nos, including suitably mounted on a raised masonry platform as required. (Approx.size 0.90 m x 2.1m ) Providing and fixing of Fire Axe
31	Providing, fixing, testing and commissioning of full way level operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not lass than 15 kg/sq.cm with threaded/flanged complete with nuts, bolts, gaskets, washers etc. as required complete as per direction of Engineer incharge. 25 mm NB
32	Providing, fixing, testing and commissioning of full way level operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not lass than 15 kg/sq.cm with threaded/flanged complete with nuts, bolts, gaskets, washers etc. as required complete as per direction of Engineer incharge. 50 mmNB
33	Supply, installation, testing and commissioning of followingintegrated, cubicle type,dead front, extensible, sheet steel control panel. The panel shall be suitable for 440 volts, 50 cycles, 4 wire supply
34	Providing, Fixing,testing and commissioning of 15 mm dia CP brass two way bib cock with flow 6 LPM (Litre per Minute) at 3.1 bar or 45 psi test pressure with C.P. wall flange of approved quality as approved by architect and complete in all respect.
35	Providing and fixing S.S. health faucet for ablution with 1.2 meter long PVC tube, hand shower, couplings, wall hook and other accessories of quality and make as approved by architect.
36	Providing, Fixing,testing and commissioning of Brass Ball Valve Make-Zoloto (32 mm nominal bore)
37	Supplying, Installation, testing and commissioning of water cooler full SS body from front externally connected with water cooler with minimum 40 LPH cooling capacity and having 80 Ltrs water storage tank capacity with multiple function of cooling. Dimension :-550x560x1470mm
38	Providing, fixing, jointing, testing and commissioning UPVC (Class B) Rain water downtake pipe conforming to IS:13592 cut to required lengths including all necessary fittings and specials.UPVC fittings (moulded as well as fabricated) like bends, tees, Y-tees, crosses, boss connections, access pieces, saddle pieces, cleanouts, adaptors for connections to other materials, plugs, reducers, cowls, offsets and other specials. Fixing at wall/ceiling level supported by galvanized steel clamps and hangers etc. Making proper connection with cement solvent joint as per BIS / manufacturer. Cutting, chases / holes in floors / walls / slab and making good wherever required. (All major MS structure to hold the stack with fixing including anchor fasteners,sand, cement etc is included in this item).
39	Providing, jointing, testing and fixing UPVC Soil, Waste and Vent system Class Bconforming to IS : 13592 and UPVC fittings (moulded as well as fabricated) like bends, tees, Y-tees, crosses, boss connections, access pieces, saddle pieces, cleanouts, adaptors for connections to other materials, plugs, reducers, cowls, offset and other specials. Jointing shall be done with pushfit EPDM ring jointing technique in general. Solvent cement joints may be provided for fittings and specials which are not manufactured with pushfit rubber joints.Fixing at wall/ceiling level supported by galvanized steel clamps and hangers etc. Making proper connection and also pipes may be laid / fixed in sunken floors, under slung from ceiling. The pipes laid in sunken floor shall be encased with not less than 75 mm thick cement concrete (1:2:4) all around.The installation shall be complete in all respects including cutting chases / holes in walls, slabs and making good the same as per specifications. (All major MS structure to hold the stack is included in this item) as approved by architect and complete in all respect. (40 mm dia 6 kg/cm2 (Class III )
40	Providing, fixing, jointing and testing UPVC soil, waste, vent pipework comprising UPVC pipe conforming to IS :4985-1983 of class 3 ( 6kg/cm2) as specified below and fittings (moulded as well as fabricated) like elbows, bends, reducers, threaded tail pieces, caps, suitable elbow with suitable extension piece for drain point and other specials jointing with cement solvent, chasing, cutting and making good the walls and floors pipes laid in floors shall be encased with 40 mm thick concrete all around, complete in all respects including testing of complete installation.(All major MS structure to hold the stack with fixing including anchor fasteners, sand, cement etc is included in this item) as approved by architect and complete in all respect.
41	Providing and fixing UPVC/SWR trap (P trap) of self cleaning design as per IS:13592 : 1992 complete including cost of cutting and making good the cutouts in walls and floors etc.including cutting and making good the walls and floors wherever required complete as approved by architect and complete in all respect. as approved by architect and complete in all respect. 110 mm inlet and 110 mm outlet
42	Providing and fixing floor drain made out of 110x63 mm OD uPVC. elbow connected to uPVC pipe complete as per direction of Project Manager as approved by architect and complete in all respect as approved by architect and complete in all respect.
43	Providing and fixing Heavy Class SS grating of approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT, UT and FD as approved by architect and complete in all respect..
44	Providing and fixing P.V.C. WC connector (straight or bend type) with rubber lip ring. Including 110 mm dia PVC pipe / bend of required length and proper connection with M seal to C.I. pipe complete as required as approved by architect and complete in all respect..
45	Providing and fixing cleaning eye 110mm dia on horizontal UPVC soil and waste pipes of 300 mm long UPVC pipe with one plain end lead caulked in to the collar of UPVC pipe and the other end with flange which in covered by neoprene rubber gasket and blank flange, complete with nuts, bolts etc and hot dip galvanization after fabrication to the satisfaction of Project Manager as approved by architect and complete in all respect..
46	S Item -Supply of FRP based InRain™ filtration device with diameter of 780 mm and height 1000 mm having inlet of 200mm and outlet of 200mm. capable of filtration in two stage, upper layer has SS304 mesh which can filter out solid suspended particle up to 600 microns and lower membrane is capable of filtering up to 90 microns. Flow rate of filtration device is upto 80 KL / hr. ( FRP based RWH Filter). Approved from GRIHA complete (GRIHA V.3 criterion: 21GRIHA V.2015 criterion: 18 and SVAGRIHA criterion: 9) as per entire satisfaction of engineer-in-charge.
47	NS Item -Supplying and fixing of 200 mm supreme UPVC Pipe 215mm O/D conforming toI.S 4985-81 Dated- 12/12/2013,I.S marked having 6 KG per centimeter square Pressure i.e. excavation, refilling for providing proper loop from catch pit to filter /filter to cross wave as per entire satisfaction of Engineer in charge. (from chamber to Filter to tank).
48	[10.1.1.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. 1.1. Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete. [Through Rate]
49	[10.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. [Through Rate]
50	[10.12]Providing and laying of 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. [Through Rate]
51	[10.37.1]Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1. 25 mm thick [Through Rate]
52	[10.38]Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. [Through Rate]
53	[10.44.1]Providing and fixing of marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : 1. Makrana white second quality [Through Rate]
54	[10.49.1]Providing and laying flamed finish 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 : 1. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate]
55	[10.58]Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. [Through Rate]
56	[10.63.2]Providing and laying vitrified floor tiles in different sizes (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., complete. 2. Size of Tile 600x600 mm [Through Rate]
57	[10.69.3]Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 3. Size of Tile 800x800 mm [Through Rate]
58	[10.70.3]Extra for grouting the joints of floor tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge. 3. Size of Tile 800x800 mm [Through Rate]
59	[10.71.3]Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand and manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 3. Size of Tile 800x800 mm [Through Rate]
60	[10.76]Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate]
61	[11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) [Through Rate]
62	[11.39]Washed stone grit plaster on exterior walls height up to 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). [Through Rate]
63	[11.40.1]Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 1. 15 mm wide and 15 mm deep groove [Through Rate]
64	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
65	[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
66	[11.60]Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. [Through Rate]
67	[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [Through Rate]
68	[11.7.1]20 mm cement plaster of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
69	[11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]
70	[11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]
71	[11.94.1]Finishing walls with textured exterior paint of required shade : 1. New work (Two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm [Through Rate]
72	[12.13.1]Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616, using 4 mm thick float glass panes for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all as per directions of Engineer-in-charge (Note:- Butt hinges and necessary screws shall be paid separately) 1. 30 mm thick shutters [Through Rate]
73	[12.36.1]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [Through Rate]
74	[12.39]Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). [Through Rate]
75	[12.75.1]Providing and fixing bright /matt finished Stainless Steel handles of approved quality and make with necessary screws etc all complete. 1. 125 mm [Through Rate]
76	[12.75.2]Providing and fixing bright /matt finished Stainless Steel handles of approved quality and make with necessary screws etc all complete. 2. 100mm [Through Rate]
77	[12.78.1]Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 1. 250x10 mm [Through Rate]
78	[12.78.3]Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 3. 150x10 mm [Through Rate]
79	[12.79.1]Providing and fixing bright finished brass door latch with necessary screws etc. complete : 1. 300x16x5 mm [Through Rate]
80	[13.21.2]Supply and fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (Base steel as per IS 513) with zinc of 120 gm/sqm and Powder coated with pure Polyester powder up to 50 microns (as per approved colour), 3 Nos. 100mm butt - hinges 2mm thick, 6 Nos. 1.2mm thick CRCA electroplated stiffner, 6 Nos. M.S hold fast with split and tail welded to stiffner plate 200mm long, receiver for aldrop, weld less corner assembly with brackets and screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.6mm of approved shade, fixed in position including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification and entire satisfaction of Engineer-in-charge. 2. Door Frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter [Through Rate]
81	[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
82	[13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate]
83	[15.26.1]Sand Filling and Water Filling of Wells 1. Sand Filling in Wells complete as per Drawing and Technical Specifications MORT&H clause 1207 [Through Rate]
84	[17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 3. Grading III material [Through Rate]
85	[17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base 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 blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [Through Rate]
86	[17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer 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 drawing, complete as per clause 602 of MORT&H specifications. [Through Rate]
87	[2.EL065] EL065. Modular base & cover plate for 2 module [Rate]
88	[2.EL068] EL068. Modular base & cover plate for 6 module [Rate]
89	[20.11.2]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 2. 100 mm i/d [Through Rate]
90	[20.11.3]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 3. 150 mm i/d [Through Rate]
91	[20.71.1]Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48\\" (1200mm) [Through Rate]
92	[20.88]Supply, erection, testing and commissioning of CT meter of standard make with cubical meter box as per HVPNL specifications including 3 phase electrical meter 100/5 of standard make approved by HVPNL including CT/PT of suitable rating complete in all respect as per directions of Engineer-in-charge [Through Rate]
93	[20.89.9]supply, installation, testing & commissioning of DG set (CPCB IV+ ) with AMF/ATS panel of capacity given below with noise controlled devices acoustic , radiator cooled/water cooled /HE cooled , 3 phase,4 wire, 50 cycles415 +(-)1%voltsACalternator coupled directly through a set of flexible coupling on a common MS fabricated base frame with diesel engine complete with suitable size incoming cable from DG set to change over/AMF panel, making incoming cable connection from transformer, outgoing cable connection from changeover/ AMF panel, to main LT panel complete including cost of AMF /ATS panel suitable rating as per DG Set capacity as per following detailed scope and specifications and directions of Engineer-in-charge. CPCB NO RMS FOR EMISSION LEVEL- The emission limits of DG Sets shall be as per Gazzetted Notification G.S.R. 804 (E) dated 03.11.2022 of Ministry of Environment, Forest and Climate Change (The Environment (Protection) Third Ammendment Rules 2022). The rating should Beat 1500 RPM. 9. 200 KVA [Labour Rate]
94	[21.24]Brick ballast, well or over burnt broken and screened through a 32mm x 32mm square mesh screen laid consolidated and rammed to a finished thickness of 75mm as above. [Through Rate]
95	[21.93.2]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening [Through Rate]
96	[21.95.1]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm [Through Rate]
97	[21.96.1]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 1. 200 mm Outside Dia [Through Rate]
98	[21.96.3]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 3. 250 mm Outside Dia. [Through Rate]
99	[21.96.5]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 5. 315 mm Outside Dia [Through Rate]
100	[22.1.3]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: 3. White vitreous chinaware Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps [Through Rate]
101	[22.101.1.1]Providing and fixing Unplasticised PVC connection pipe with brass unions : 1.1. 30 cm length 15 mm nominal bore [Through Rate]
102	[22.103.1]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 1. 15 mm nominal bore [Through Rate]
103	[22.103.2]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 2. 20 mm nominal bore [Through Rate]
104	[22.104.1]Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 1. 15 mm nominal bore [Through Rate]
105	[22.106.1]Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1. 15 mm nominal bore [Through Rate]
106	[22.107.1]Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1. 15 mm nominal bore [Through Rate]
107	[22.108.1]Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1. 15mm nominal bore [Through Rate]
108	[22.110.1]Providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 1. 15 mm nominal bore [Through Rate]
109	[22.119.2]Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 2. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. [Through Rate]
110	[22.127]Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. [Through Rate]
111	[22.15]Providing and fixing CP Brass 32mm size Bottle Trap of approved quality and make and as per the direction of Engineer-in-charge. [Through Rate]
112	[22.166.1.1]Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 1.1. 100x100 mm size P type With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
113	[22.174.1]Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
114	[22.190.1.1]Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 1.1. Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
115	[22.190.1.2]Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 1.2. Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With Sewer bricks conforming to IS : 4885 [Through Rate]
116	[22.191.1.1]Extra for depth for manholes : 1.1. Size 90x80 cm With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
117	[22.191.2.1]Extra for depth for manholes : 2.1. Size 120x90 cm With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
118	[22.192.1.1]Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.1. 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
119	[22.193.1]Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
120	[22.193.2]Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 2. With Sewer bricks conforming IS : 4885 [Through Rate]
121	[22.205.1]Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
122	[22.209]Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. [Through Rate]
123	[22.24.1]Providing and fixing white vitreous chinaware pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern and C.P. flush bend with fittings and C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 1. W.C. pan with ISI marked white solid plastic seat and lid [Through Rate]
124	[22.42.1]Providing and fixing toilet paper holder : 1. C.P. brass [Through Rate]
125	[22.46]Providing and fixing white vitreous chinaware battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water (250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. [Through Rate]
126	[22.85.2]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 2. 20 mm nominal outer dia Pipes [Through Rate]
127	[22.85.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes [Through Rate]
128	[22.85.4]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 4. 32 mm nominal outer dia Pipes [Through Rate]
129	[22.85.5]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 5. 40 mm nominal outer dia Pipes [Through Rate]
130	[22.85.6]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 6. 50 mm nominal outer dia Pipes [Through Rate]
131	[22.86.2]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2. 20 mm nominal outer dia Pipes [Through Rate]
132	[22.86.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes [Through Rate]
133	[22.91.3]Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.External work 3. 25 mm dia nominal bore [Through Rate]
134	[22.91.4]Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.External work 4. 32 mm dia nominal bore [Through Rate]
135	[22.98.3]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 3. 32 mm nominal bore. [Through Rate]
136	[22.98.4]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 4. 40 mm nominal bore [Through Rate]
137	[23.20]Fixing of LED Tube light/ 2*2 ft square panel fitting directly on wall /ceiling or false ceiling including making connections etc as required [Through Rate]
138	[23.21]Fixing of LED Down lighter 7 to 28 Watt on ceiling or in false ceiling , including cutting/making hole in ceiling including making connections etc as required [Through Rate]
139	[23.22.4.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.3. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 12 way ( 2 incoming and 10 outgoing) [Through Rate]
140	[23.22.4.7]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.7. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. TPN DB Horizontal type Double Door 8 way ( 8 incoming 3phase*8 outgoing) [Through Rate]
141	[23.22.4.8]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.8. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. TPN DB Horizontal type Double Door 12 way ( 8 incoming 3phase*12 outgoing) [Through Rate]
142	[23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate]
143	[23.22.5.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.3. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Double POLE [Through Rate]
144	[23.22.5.8]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.8. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 40 amp to 63 amp. MCBs FOUR POLE [Through Rate]
145	[23.22.7]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 7. Supply and erection of blanking sheet in existing distribution board. [Through Rate]
146	[23.23.6..2]MISCELLANEOUS 6..2. Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work. MS perforated cable tray painted with powder coating 200 X 50 X 2 mm [Through Rate]
147	[23.23.6.1]MISCELLANEOUS 6.1. Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work. MS perforated cable tray painted with powder coating 100 X 50 X 2 mm [Through Rate]
148	[23.23.6.3]MISCELLANEOUS 6.3. Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work. MS perforated cable tray painted with powder coating 375 X 50 X 2 mm [Through Rate]
149	[23.23.6.4]MISCELLANEOUS 6.4. Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work. MS perforated cable tray painted with powder coating 600 X 50 X 2 mm [Through Rate]
150	[23.23.8.1]MISCELLANEOUS 8.1. Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/channel and making necessary connection complete in all respect up to the entire satisfaction of the Engineer-in charge of the work. 2 pair telephone wire [Through Rate]
151	[23.23.8.2]MISCELLANEOUS 8.2. Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/channel and making necessary connection complete in all respect up to the entire satisfaction of the Engineer-in charge of the work. 4 pair telephone wire [Through Rate]
152	[23.23.9]MISCELLANEOUS 9. Supplying and drawing of 1 no UTP 4 pair CAT 6 LAN Cable in the existing surface/recess MS/PVC conduit as required [Through Rate]
153	[23.3.6.1]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.1. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 1.50 Sqmm(1/1.40mm) [Through Rate]
154	[23.3.6.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.2. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate]
155	[23.3.6.3]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.3. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 4 Sqmm(1/2.24mm) [Through Rate]
156	[23.3.6.4]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.4. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 6 Sqmm(1/2.80mm) [Through Rate]
157	[23.3.6.6]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.6. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 2 run of Size 1.50 Sqmm(1/1.40mm) [Through Rate]
158	[23.3.6.7]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.7. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 2 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate]
159	[23.3.6.8]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.8. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 2 run of Size 4 Sqmm(1/2.24mm) [Through Rate]
160	[23.4.1.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B [Through Rate]
161	[23.4.3.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 3.2. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch Group B [Through Rate]
162	[23.4.4.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 4.2. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group B [Through Rate]
163	[23.4.5.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 5.2. Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group B [Through Rate]
164	[23.7.6.1]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.1. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 20 mm dia. [Through Rate]
165	[23.7.6.2]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. [Through Rate]
166	[23.7.6.3]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.3. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 32 mm dia. [Through Rate]
167	[23.7.6.4]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.4. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 40 mm dia. [Through Rate]
168	[23.8.10.1]FITTING AND ACCESSORIES 10.1. Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. 1 & 2 Modules including combined plate for Telephone and data [Through Rate]
169	[23.8.11.1]FITTING AND ACCESSORIES 11.1. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp 1 way switch [Through Rate]
170	[23.8.11.10]FITTING AND ACCESSORIES 11.10. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Blanking plate [Through Rate]
171	[23.8.11.11]FITTING AND ACCESSORIES 11.11. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. RJ 45 Computer DATA socket outlet for CAT 6 or CAT6e cable Modular type [Through Rate]
172	[23.8.11.3]FITTING AND ACCESSORIES 11.3. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 15 amp 1 way switch [Through Rate]
173	[23.8.11.4]FITTING AND ACCESSORIES 11.4. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 5 amp Socket [Through Rate]
174	[23.8.11.5]FITTING AND ACCESSORIES 11.5. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 15 amp 6 pin Socket [Through Rate]
175	[23.8.11.7]FITTING AND ACCESSORIES 11.7. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. step type Fan Regulator 2 modules 300 watt [Through Rate]
176	[23.8.11.8]FITTING AND ACCESSORIES 11.8. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Telephone Socket outlet modular type [Through Rate]
177	[23.8.11.9]FITTING AND ACCESSORIES 11.9. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. T.V. Socket outlet modular type [Through Rate]
178	[24.1.7]EARTHING AND LIGHTENING ARRESTOR 7. Supplying and laying 25mm x 3 mm G.I. strip in 40 mm dia,GI pipe as/from earth electrode including soldering etc. as required. [Through Rate]
179	[24.13.18]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 18. 10 Sq mm 4 core (Arm.) [Through Rate]
180	[24.13.88]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 88. 240 Sq mm 3.5 core (Arm.) [Through Rate]
181	[24.14.24]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE ONSURFACE/ EXISTING CABLE TRAY COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 24. 16 Sq mm 4 core (Arm.) [Through Rate]
182	[24.14.32]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE ONSURFACE/ EXISTING CABLE TRAY COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 32. 25 Sq mm 4 core (Arm.) [Through Rate]
183	[24.14.38]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE ONSURFACE/ EXISTING CABLE TRAY COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 38. 35 Sq mm 3.5 core (Arm.) [Through Rate]
184	[24.14.54]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE ONSURFACE/ EXISTING CABLE TRAY COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 54. 70 Sq mm 3.5 core (Arm.) [Through Rate]
185	[24.14.62]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE ONSURFACE/ EXISTING CABLE TRAY COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 62. 95 Sq mm 3.5 core (Arm.) [Through Rate]
186	[24.16.8]HT CABLES (Aluminium Conductor, Armoured and Unarmoured) Providing and erection/ laying of XLPE (E) 11 KV HT Aluminium Conductor Armoured Cable ISI Mark Laid in Existing Pipe/Trenches/Surface with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-In-Charge of the Works 8. Providing and erection/ laying of XLPE (E) 11 KV HT Aluminium Conductor Armoured Cable ISI Mark Laid in Existing Pipe/Trenches/Surface with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-In-Charge of the Works 240 Sq mm 3 core [Through Rate]
187	[24.2.6.2]LT CABLE 6.2. Supply and erection of copper lugs including crimping etc. entire satisfaction of Engineer-in- Charge of the work. 2.5 sqmm [Through Rate]
188	[24.2.6.4]LT CABLE 6.4. Supply and erection of copper lugs including crimping etc. entire satisfaction of Engineer-in- Charge of the work. 6 sqmm [Through Rate]
189	[24.2.6.5]LT CABLE 6.5. Supply and erection of copper lugs including crimping etc. entire satisfaction of Engineer-in- Charge of the work. 10 sqmm [Through Rate]
190	[24.2.7.1]LT CABLE 7.1. Supply and erection of suitable compression type brass cable glands for underground Cable :- Up to 6 Sq mm cable 2 to 4 Core [Through Rate]
191	[24.2.7.2]LT CABLE 7.2. Supply and erection of suitable compression type brass cable glands for underground Cable :- 10 sqmm to 16 sqmm Cable 2 to 4 Core [Through Rate]
192	[24.2.7.3]LT CABLE 7.3. Supply and erection of suitable compression type brass cable glands for underground Cable :- 25 sqmm to 50 sqmm Cable 2 to 4 Core [Through Rate]
193	[24.2.7.4]LT CABLE 7.4. Supply and erection of suitable compression type brass cable glands for underground Cable :- 70 sqmm to 95 sqmm Cable 3 to 3½ Core [Through Rate]
194	[24.2.7.5]LT CABLE 7.5. Supply and erection of suitable compression type brass cable glands for underground Cable :- 120 sqmm to 185 sqmm Cable 3 to 32 Core [Through Rate]
195	[24.2.7.6]LT CABLE 7.6. Supply and erection of suitable compression type brass cable glands for underground Cable :- 240 sqmm to Cable 3 to 32 Core [Through Rate]
196	[24.2.8.13]LT CABLE 8.13. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 240 sqmm [Through Rate]
197	[24.2.8.2]LT CABLE 8.2. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 4 sqmm to 6 sqmm [Through Rate]
198	[24.2.8.3]LT CABLE 8.3. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 10 sqmm [Through Rate]
199	[24.2.8.4]LT CABLE 8.4. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 16 sqmm [Through Rate]
200	[24.2.8.5]LT CABLE 8.5. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 25 sqmm [Through Rate]
201	[24.2.8.7]LT CABLE 8.7. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 50 sqmm [Through Rate]
202	[24.3.3.3]HT CABLE 3.3. Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 240 to 400 sqmm [Through Rate]
203	[24.3.4.3]HT CABLE 4.3. Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :240 to 400 sqmm [Through Rate]
204	[24.4.8.1]STREET LIGHT 8.1. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 3 Metre Long pole with top dia 65 mm and bottom dia 130mm with base plate of size 200 x 200 x 12 mm [Through Rate]
205	[24.5.2.3]MISCELLANEOUS ITEMS 2.3. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia [Through Rate]
206	[24.5.2.4]MISCELLANEOUS ITEMS 2.4. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 90/75 mm outer dia/inner dia [Through Rate]
207	[25.3.10]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 10. 40mm dia. [Through Rate]
208	[25.3.4]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 4. 150mm dia. [Through Rate]
209	[25.3.6]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 6. 100mm dia. [Through Rate]
210	[25.3.7]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 7. 80mm dia. [Through Rate]
211	[25.3.9]Supplying, fixing, testing and commissioning of Butterfly valves PN 16 rated without insulation for water circulation as per specifications. 9. 50 mm dia. [Through Rate]
212	[28.10.1]Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the levelling course (levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. 1. Using rough kota stone. [Through Rate]
213	[28.14]Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). [Through Rate]
214	[28.16]Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken up to 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the purpose of measurement the entire treated surface will be measured. [Through Rate]
215	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
216	[30.94]Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. [Through Rate]
217	[32.51]Providing and Fixing in place metallic All Plain Embossed Wood Finish Non Fire doors (Embossed sheet in single side of door) finished with wooden shades as desired by Engineer- In-Charge. Over all of thickness of the shutter to be 46mm thick manufactured from 0.8mm GPSP Galvanised Steel Sheet confirming to (IS277) With provision of Reinforcement Pad and necessary provision for the receiving appropriate hardwares .The Shutter shall be filled with Paper Honeycomb core in fill . Doors shall be Coated with pure polyester/Epoxy Polyester powder having coating thickness of 60-80 micron. [Through Rate]
218	[32.54]Providing and Fixing in place door frame of Section 100x58mm made of GPSP Sheet ( IS277) constructed from sheet thickness 1.2mm . Steel Frame Shall have a single rebate of 58mm duly filled with Puf . The Frame shall be finished Powder Coating In Regular RAL shades as desired by Engineer- In-Charge . Door Frame should be Coated with pure polyester/Epoxy Polyester powder coating having thickness of 60-80 micron and provided with 3mm thick hinge enforcement plates. [Through Rate]
219	[32.70.2]Supply Installation testing commissioning of Solar Photovoltaic grid connected roof top Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- (a) Solar Photovoltaic Module manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. (b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz plus /- 2.5 Hz, output voltage suitable to generate AC (c) Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degrees C. The PCU shall adjust the voltage and frequency level to suit grid frequency (d) Data Monitoring System complete with accessories. (e) Fixing of Array junction box and Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. (f) Lightning and surge voltage protection. (g) Connections and Interconnections by supplying and fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying and fixing of necessary channel/conduit lugs and other accessories etc. as required. 2. Above 10 kWp and up to 100 Kwp [Through Rate]
220	[33.12]Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [Through Rate]
221	[33.14]Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. [Through Rate]
222	[33.15]Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. [Through Rate]
223	[33.19]Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by `V` notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge. [Through Rate]
224	[33.6.1.1]Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.1. All types of soil 300 mm dia [Through Rate]
225	[33.8.2]Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 2. 150 mm nominal size dia [Through Rate]
226	[33.9.2]Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 2. 150 mm nominal size dia [Through Rate]
227	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
228	[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]
229	[4.37]Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides and top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. [Through Rate]
230	[4.39]Providing and injection chemical emulsion for PRE-CONSTRUCTIONAL ant termite treatment (excluding the cost of chemical emulsion) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20% [Through Rate]
231	[4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil [Through Rate]
232	[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
233	[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
234	[6.25.1]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. 1. All works up to plinth level [Through Rate]
235	[6.25.2]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. 2. All works above plinth level up to floor IV level [Through Rate]
236	[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
237	[6.30.21]Centering and shuttering including strutting, propping etc. and removal of form for 21. Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick [Through Rate]
238	[6.30.4]Centering and shuttering including strutting, propping etc. and removal of form for 4. Shelves (Cast in situ) [Through Rate]
239	[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate]
240	[6.36.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
241	[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
242	[6.46]Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
243	[6.49.1]Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 1. 50 mm thick [Through Rate]
244	[6.9.1]Providing and laying damp-proof course with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) 1. 50 mm thick [Through Rate]
245	[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
246	[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
247	[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
248	[7.28.1]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level. 1. Cement mortar 1:3 (1 cement :3 coarse sand) [Through Rate]
249	[7.30]Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. [Through Rate]
250	[8.9.1.5]Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 1.5. Red sand stone - exposed face fine dressed with rough backing.30 mm thick [Through Rate]
251	[9.10.1]Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 1. With residual type petroleum bitumen of grade VG -10 [Through Rate]
252	[9.12.1]10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat. 1. With machine moulded common burnt clay non-modular brick tiles of class designation 12.5, conforming to IS 2690 [Through Rate]
253	[9.17.1]Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. In 75x75 mm deep chase [Through Rate]
254	[9.18]Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. [Through Rate] Please Enable Macros to View BoQ information

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Tender For Construction Of Community Centre On Khasra No. 0//78, 0//127 At Indri Road Under C M Announcement Scheme Code No. 29239 Dated 04/12/2025 Ladwa, Ladwa-Haryana

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Tender For Construction Of Community Centre On Khasra No. 0//78, 0//127 At Indri Road Under C M Announcement Scheme Code No. 29239 Dated 04/12/2025 Ladwa, Ladwa-Haryana

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