Construction Of Fortified Police Station At Chalkusa In The District Of Hazaribagh . , Chalkusa-Jharkhand

TDR : 21848643

Tender Notice
BOQ

Expired

Chalkusa , Jharkhand

Tender Brief : Construction Of Fortified Police Station At Chalkusa In The District Of Hazaribagh .

Document Fees
₹ 10000 /-

EMD
₹ 429000.0 /-

Tender Value
₹ 2.14 Crore /-

Submission Date
30-09-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of Fortified Police Station at Chalkusa in the district of Hazaribagh.
1	1	Section- I Building Works	1
2	2	5.1.1\nEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.	2	390.598	CUM
3	3	5.1.2 \nExtra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B)	3	390.598	CUM
4	4	5.1.8\nEarth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)	4	394.207	CUM
5	5	5.1.10\nProviding coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)	5	86.922	CUM
6	6	5.6.1\nProviding designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I	6	788.859	SQM
7	7	5.3.3\nProviding P.C.C.M 100 in normal mix of (1:3:6) in foundation with approved quality of stone metal grade II (50mm to 25mm size) clean coarse sand to F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I	7	63.196	cum
8	8	5.3.8.1\nProviding RCC M-200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.	8	6.011	CUM
9	9	5.3.7.1\nProviding R.C.C.M 200 (1: 1.5: 3) in Band at Lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I	9	4.441	Cum.
10	10	5.2.3\nProviding designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.	10	35.729	Cum.
11	11	5.3.16.1\nProviding 25mm thick damp proof course with cement concrete M-200 with nominal mix of (1:1:5:3) with approved quality of stone chips of 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, and mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.	11	25.2	sqm
12	12	5.3.5.1\nProviding RCC M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.	12	61.936	CUM
13	13	5.3.14\nProviding R.C.C.M 200 with nominal mix (1:1.5: 3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I	13	39.602	Cum.
14	14	5.3.6.1\nProviding R.C.C.M 200 with nominal mix (1: 1.5: 3) in Band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I	14	34.488	Cum.
15	15	5.3.11\nProviding RCC M-200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.	15	83.498	CUM
16	16	5.3.9.1\nProviding RCC M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.	16	133.266	CUM
17	17	5.3.18.1\nProviding RCC M 200 (1:1.5:3) in stair case with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.	17	6.8346	CUM
18	18	5.3.15.1\nProviding Av. 63 MM thk M200 With nominal mix in Chajja..(1:1.5:3) Chajja with apporoved quality ofstone chips 20 mm to 6 mm size graded and cleane coarse sand of FM. 2.5 to 3 including making drips course in concrete , sereening centering shuttring and mixing cement concrete in mixer and placing in posotion vibrating striking 6 mm cemet plaster 1:4 in ceiling and side of chajja with sand of FM. 1.5 curing (but excluding the cost of reinforcement ) taxes and royalty sll complere as per building specefication and direction of E/I	18	43.995	SQM
19	19	5.3.17.1\nProviding R.C.C M-150 with with nominal mix of (1:1.5:3) shelves with apporoved quality of stone chips 12 mm to 6 mm size graded and cleane coarce sand of FM 2.5 to 3 with 1.5 mm cement punning at top and side and 6 mm cement plaster (1:4) at bottom including screening curing and placing the slab in in position taxes and royalty all complete as per building specefication ad direction of E/I	19	62.655	SQM
20	20	5.2.14\nProviding designation 75A brick work in CM (1:6) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.	20	249.272	CUM
21	21	5.2.23\nProviding designation 125mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse & of F.M. 2.5 including the cost of screening, carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.	21	588.178	CUM
22	22	5.7.3\nProviding 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I	22	3563.66	SQM
23	23	5.7.6\nProviding 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.	23	1034.41	SQM
24	24	5.5.5\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. \n8 mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)	24	8.325	MT
25	25	5.5.5a\n\n10mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)	25	4.163	MT
26	26	5.5.5b\n12mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)	26	8.325	MT
27	27	5.5.5c\n16 mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)	27	12.488	MT
28	28	5.5.5d\n20 mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)	28	8.325	MT
29	29	DSR 10.18\nProviding and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mmdia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.	29	52	Each
30	30	5.7.21\nMaking 6x6 mm Groove in plaster surface over walls trully horizantal and vertical as specified as regular interval , at all heights including claening finishing scaffoolding and curing with all leads and lifts of water all complete as per building specification and direction of E/I.	30	769	m
31	31	DSR 13.80\nProviding 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.	31	4791.04	SQM
32	32	DSR 13.46.1\nFinishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer\napplied @ 2.20 kg/ 10 sqm)	32	1652.43	Sqm
33	33	5.8.18\nProviding two coats of oil bound distemper of approved make & shade over a coat of cement primer over new surface including preparing the plastered surface by rubbing, smooth with pumic stone or fine sand paper, aplying putty wherever required, scaffolding , washing of flores and taxes etc. all complete as per building specification direction of E/I.	33	3189.57	SQM
34	34	DSR 22.22A\nProviding and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The\noperation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in\nall respect as per the direction of Engineer-in-Charge.	34	613.274	Cum
35	35	JSR 2018 page no.32 sl no 55 (ii)\nProviding & supplying Cico liquid / impermo water proofing compound in cement concrete or cement mortar @ 2% of cement quqntity by weight ( as specified) for water proofing, including all carraige and taxes .	35	50	Ltr.
36	36	DSR 22.5\nProviding and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation\nof surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.	36	83.267	sqm.
37	37	DSR 10.28\nProviding 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 & 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, fastenersetc.).	37	699.582	Kg
38	38	DSR 12.41.2\nProviding & fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion. Single socketed pipes. 110mm dia	38	51.5	M
39	39	12.42\nProviding & fixing on wall face unplasticised- PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion	39
40	40	12.42.5.2\nBend -110 mm	40	8	NOS
41	41	12.42.6.2\nShoe - 110mm	41	8	NOS
42	42	DSR 12.43.2\nProviding and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.	42	30	NOS
43	43	5.10.33\nProviding 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of earthwok involved with 75mm cement concrete (1:4:3) over one brick designation 75A, flat soling in proper grade and slope at th base, he drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I.	43	123.526	M
44	44	DSR 4.17\nMaking plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.	44	74.1157	sqm
45	45	21.1\n Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :	45
46	46	21.1.2 \nFor shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)\n21.1.2.3 Polyester powder coated aluminium\n(minimum thickness of polyester powder\ncoating 50 micron)	46	687.306	kg
47	47	21.3\nProviding and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be\npaid in basic item):\n21.3.1 With float glass panes of 4.0 mm thickness	47	106.46	sqm
48	48	DSR 9.119\nProviding and fixing factory made P.V.C. door frame manufactured by M/s Rajshri or equivalent of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers speci fication and direction of Engineer-in-Charge.-	48	96.9	m
49	49	DSR 9.120.2\nProviding and fixing 30 mm thick factory made PVC rigid foam panelled door shutters manufactured by M/s Rajshri or equivalent made from M.S. tube of 19 gauge thickness, size 19 x 19 mm for styles and 15 x 15 mm for top and bottom rails, covered with heat moulded PVC \"C\" channel of 5 mm thick and 75 mm wide PVC sheets for top rail, lock rail and bottom rail on either side and 5 mm thick, 20 mm wide cross PVC sheet as gap insert for top rail and bottom rial, panelling of 5 mm thick PVC sheet fitted in the M.S. frame welded/ sealed to the styles and rails with 5 x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc., complete as per manufacturers specification and direction of Engineer-in-Charge fixed to frames with 4 Nos. M.S. powder coated butt hinges (For W.C. and bathroom shutters).	49	35.91	sqm.
50	50	5.5.12\nSupplying , fitting and fixing M.S. grill made of 20x6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted welded and finished smooth , hoisting as per building specification and direction of E/I.	50	1900.27	Kg.
51	51	DSR\n10.14\nProviding and fixing pressed steel door frames conforming to IS: 4351 manufactured from commercial mild steel of 1.60 mm thickness including hings , jamb , lock jamb, bead and if required angle threshold of mild steel angle od section 50x25mm or base ties of 1.60 mm pressed mild steel welded or rigidly togather by mechnical means including M.S pressed butt hiongs 2.5 mm thick with mortar guards , lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre treatment of the surface as directed by Engineer - in-charge. Profile B	51	140.759	m
52	52	5.4.34\nSupplying, fitting & fixing 30mm thick solid core type decorative single leaf flush door shutters in doors with both side decorative venier with black board core bended with high quality in all formaldehyde synthetic resin of standered with aluminium fittings such as hinges, tower bolts, handle, cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I.	52	59.09	Sqm
53	53	11.41.3/ D.S.R\nProviding 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), including grouting the joints with white cement and matching pigments etc., complete.\n11.46.3 Size of Tile 800x800 mm	53	472.104	Sqm
54	54	D.S.R 11.46 \nProviding and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.\n11.46.2 Size of Tile 600x600 mm\n	54	18.728	Sqm
55	55	DSR 11.56\nProviding and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all\ncomplete 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\ncoarse sand) laid and jointed with cement slurry and pointing with white\ncement slurry admixed with pigment of matching shade including rubbing ,curing and polishing etc. all complete as specified and as directed by\nthe Engineer-in-Charge.\n11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown,\nCat Eye or equivalent.	55	256.073	sqm
56	56	11.39/ D.S.R \nProviding and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.	56	110.462	sqm
57	57	DSR 8.31\nProviding and fixing Ist 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.	57	782.418	sqm
58	58	DSR 8.2.2.2\nProviding and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 Cement : 4 coarse sand) with joints treated with white cement ,mixed with matching pigment, epoxy touch ups, including rubbing ,curing etc. complete at all levels. GRANITE OF ANY COLOUR AND SHADE -Area of slab Over 0.5 sqm .	58	7.441	sqm
59	59	DSR 8.3.2\nProviding edge moulding to 18 mm thick marble stone counters, Vanitiesetc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.\n8.3.2 Granite work	59	11.407	Mtr.
60	60	5.6.19\nProviding and laying 15 mm - 23mm thick Kotah stone slab riser steps of approved size, texture and colour over 19 mm thick base of lime morter (1:1:1 ) lime putty:surkhi:coarse sand over and jointed with gray cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete job as per specifications and direction of E/I. \n(iv) 600 x 600 mm size	60	73.725	sqm
61	61	DSR 13.68\nFrench spirit polishing :\n13.68.1 Two or more coats on new works including a coat of wood	61	132.953	m2
62	62	5.8.41\nProviding primer one coat of red lead paint ofapproved make over steel surface including preparing the surface after cleaning removing dirt, scales, grease and sand papering, including cost of scaffolding etc. all complete as per building specification direction of E/I.	62	145.169	SQM
63	63	5.8.45\nProviding 2 coats of Synthetic Enamel Paint of approved shade and make over steel surface grills & railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.	63	145.169	sqm
64	64	DSR 8.2 \nProviding and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. \n8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebrablack marble\n8.2.1.1 Area of slab upto 0.50 sqm	64	32.574	SQM
65	65	DSR 25.2 \nDesigning, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:	65
66	66	(a) \nStructural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, icrowave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:	66
67	67	(b) \nFabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.	67
68	68	(c) \nProviding and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.	68
69	69	(d) \nProviding and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.	69
70	70	(e) \nMaking provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.	70
71	71	Note:- 1. \nThe cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places.	71
72	72	Note:-2. \nThe following performance test are to be conducted\non structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science &Technologies, India. Cost of testing is payable separately.	72
73	73	The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NABL accredited lab or by any other accreditation body which operates in accordance with ISO /IEC 17011 and accredits labs as per ISO/ IEC 17025.	73
74	74	1. \nPerformance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr\n2. \nStatic Water Penetration Test. (50pa to 1500p) as per ASTME- 331-09 testing method for a range up to 2000 ml.\n3. \nDynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml\n4. \nStructural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm	74
75	75	5. \nSeismic Movement Test (upto 30 mm) as per AAMA 501.4- 09 testing method for Qualitative test, Tests to be conducted on site.\n6. \nOnsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml	75	13.383	SQM
76	76	16.68 \nProviding and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over 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.	76	46.468	SQM
77	77	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	77
78	78	Bricks (1+7=8 KM.)	78	151.73	No.
79	79	Local Sand (3 KM.)	79	18.7163	Cum
80	80	Coarse Sand (20 KM.)	80	366.331	Cum
81	81	Chips (20) km	81	392.968	Cum
82	82	Cement (25 KM.)	82	213.257	MT
83	83	Steel ( 25 KM.)	83	41.626	MT
84	84	Earth( 1 km)	84	394.206	Cum
85	85	Sanitary Installation Work	85
86	86	3.2.1\nSupplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'P' trap 15 litres C.I. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings, C.I. or C.C. brackets 32mm alkathene/ P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware footrest to be fixed in floor 15mm C.I. body brass spindle stop cock of weight not less than 50 grms, 15mm P.V.C. connection pipe 450 mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specificatin and direction of E/I. \n(A) 580 mm long \n(C) with 12.50 ltrs. low level P.V.C. Cistern	86	6	EACH
87	87	3.2.2\nSupplying fitting and fixing 40mm high vitreous white glazed earthen E.W.C with Ptrap of parry/Hindustan or any other approved I.S.S make ineluding supplying and fixing 15 liters C.I mosquito proof low down flushing cistern of approved make with complete fittings with C.I handle and R.S or bracket wit h telescopic flush pipe with brass eoupling and plumbers joints spindle stop coci of approved quality weight not less than 450grams 15mm P.V.C alkathene pipe 45cm long with brass coupling at both ends and white /black plastic solid state seal and lead of commander / cuckoo or other I.S.S make with hinges or screws etc painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide priming all complete as per specification and direction of E/I. \n(I) With 'P' trap\n(b) 12.5 Lit Law Lavel PVC Cistern.	87	7	EACH
88	88	DSR 17.7\nProviding and fixing wash basin with C.I. brackets, 15 mm C.P. brass\npillar taps, 32 mm C.P. brass waste of standard pattern, including\npainting of fittings and brackets, cutting and making good the walls\nwherever require:\n17.7.9 White Vitreous China Surgeon type wash basin of size\n660x460 mm with single 15 mm C.P. brass pillar taps\nwith elbow operated levers ISI Marked	88	19	EACH
89	89	DSR 17.8\nProviding and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.	89	19	EACH
90	90	DSR 17.70\nProviding and fixing PTMT Bottle Trap for Wash basin and sink. \n17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms	90	5	EACH
91	91	DSR 18.52.1\nProviding and fixing C.P. brass Stop Cock (concealed) of standard designand of approved make conforming to IS 8931. \n18.52.1 15mm nominal bore	91	8	EACH
92	92	DSR 18.64 \nProviding and fixing PTMT swivelling shower, 15 mm nominal bore,\nweighing not less than 40 gms	92	11	EACH
93	93	DSR 17.72\nProviding and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.	93	16	EACH
94	94	DSR 17.73\nProviding 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.\n17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms	94	12	EACH
95	95	3.2.3\nSuppling, Fitting and Fixing Flat Back or angular, liped front viterous wide glazed earthen were urinal of Hindustan / Parrywere or any other approved ISI marked with 5 litres capacity C.I. automatic flushing cistern of reliance for any other ISI approved make with all fittings with CI or RS Brackets, Standard Size G.I. flush pipe with fitting clams 15mm CI buddy brass spindle stop cock of approved quality weight not less than 400 grms, 15 mm PVC / alkthene pipe 450 mm long with brass coupling at both ends and doing plumber joints including painting of exposed part with two coats of approved paint over a primer coat of red oxide cutting wall and floor, making good the same etc. all complete as per specification and direction of E/I.\n(a) Flat back or standing corner (600mm x 350mm)	95	8	EACH
96	96	D.S.R 18.50\nProviding and fixing C.P.brass long body bib cock of approved quality conforming to standard and weight not less thain 810gms.	96
97	97	18.50.1 15mm nominal bore	97	13	EACH
98	98	D.S.R. 18.53\nProviding and fixing C.P. brass angle valve for , gyser & others points of approved quality conforming to IS 8931. \n18.53.1 15mm nominal bore, approved brand C.P. fittings.	98	64	EACH
99	99	DSR 18.65\nProviding 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.	99	29	EACH
100	100	D.S.R. 18.17 \nProviding and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end )	100
101	101	DSR 18.17.2\n32 mm nominal bore.	101	4	EACH
102	102	D.S.R. 18.18 \nProviding and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.	102
103	103	DSR 18.18.2\n20mm nominal bore	103	4	EACH
104	104	DSR 18.18.3\n25mm nominal bore	104	4	EACH
105	105	DSR 17.31\nProviding and fixing 600x450 mm beveled 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.	105	19	EACH
106	106	DSR 18.58\nProviding and fixing PTMT grating of approved quality and colour.	106
107	107	DSR 18.58.2 \nRectangular type with openable circular lid\nDSR 18.58.2.1\n150 mm nominal size square 100 mm diameter of the inner hinged round grating	107	35	EACH
108	108	DSR 17.10\nProviding and fixing stainless steel A ISI 304(18/8) kitchen sink as per I.S.13983 with C.I. Brackets stainless steel plug 40mm including painting of fittings and brackets cutting and making goods the walls wherever required :\nDSR 17.10.1 \nKitchen sink with drain board\nDSR 17.10.1.2\n510x1040 mm bowl depth 225 mm	108	2	EACH
109	109	DSR 18.74\nProviding and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.\n18.74.2 15 mm nominal bore with 45 cm length.	109	64	EACH
110	110	DSR 17.22B\nProviding and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.\n(a) 15 mm nominal dia\n	110	11	EACH
111	111	DSR 12.41 \nProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,\n(i) Single socketed pipes.	111
112	112	12.41.1 75 mm diameter	112	50	M
113	113	12.41.2 110 mm diameter	113	90	M
114	114	D.S.R 12.42 \nProviding and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.	114
115	115	DSR 12.42.1.1 \nCoupler 75 mm	115	25	EACH
116	116	DSR 12.42.1.2\nCoupler 110 mm	116	35	EACH
117	117	DSR 12.42.2 Single pushfit Coupler	117
118	118	DSR 12.42.2.1\n75 mm	118	15	EACH
119	119	DSR 12.42.2.2\n110 mm\n	119	25	EACH
120	120	DSR 12.42.3 Single tee with door	120
121	121	DSR 12.42.3.1\n75 X 75 X 75 mm	121	15	EACH
122	122	DSR 12.42.3.2\n110 X 110 X 110 mm	122	25	EACH
123	123	DSR 12.42.4\nSingle tee without door	123
124	124	DSR 12.42.4.1 \n75 X 75 X 75 mm	124	15	EACH
125	125	DSR 12.42.4.2\n110 X 110 X 110 mm	125	25	EACH
126	126	DSR 12.42.5\nBend 87.5°	126
127	127	DSR 12.42.5.1 75 mm Bend	127	25	EACH
128	128	DSR 12.42.5.2\n110 MM Bend	128	25	EACH
129	129	D.S.R. 12.42.6 \nSHOE - 110MM	129
130	130	12.42.6.1 75 MM	130	10	EACH
131	131	12.42.6.2 110 MM Shoe	131	10	EACH
132	132	D.S.R.12.43 \nProviding and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.	132
133	133	DSR 12.43.1\n75 mm	133	33	EACH
134	134	DSR 12.43.2\n110 mm	134	77	EACH
135	135	DSR 18.8\nProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & 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 E/I.(Approved Brand - ASTRAL/ SUPREME)	135
136	136	Concealed work including cutting chases and making good the wall etc..	136
137	137	DSR 18.8.1.\n15mm dia	137	65	M
138	138	DSR 18.8.2.\n20mm dia	138	80	M
139	139	DSR 18.7\nProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.	139
140	140	Exposed on Wall	140
141	141	DSR 18.7.3\n25 mm nominal outer dia Pipes	141	65	METER
142	142	DSR 18.7.4\n32 mm nominal outer dia Pipes	142	100	METER
143	143	DSR 19.6\nProviding and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete.	143
144	144	DSR 19.6.2\n150 mm dia R.C.C. pipe	144	100	METER
145	145	D.S.R. 19.30\nConstructing brick masonary chamber for Underground C. I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455X610 mm internal dimensions, total weight of cover with frame to be not less than 38 KG. (weight of cover 23 kg. and weight of frame 15 kg) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:	145
146	146	19.30.1.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	146	20	EACH
147	147	Analysed and Approved\nProviding and Fixing Hand Shower ( Health Faucet) ( ABS Body) ALD-CHR-585 Jaquar made. Hand Shower with 1 meter Long Easy Flex Tube in Chrome Finish & Wall Hook.	147	7	EACH
148	148	Analysed and Approved\nPvc trap including all fittings\n	148	60	EACH
149	149	D.S.R/18.48 \nProviding and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.	149	8000	LTRS
150	150	Septic tank	150
151	151	(89) 5.1.1\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing ro	151	46.186	Cum.
152	152	(90) 5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)	152	46.186	Cum.
153	153	(91) 5.1.10\nProviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as pe	153	1.401	Cum.
154	154	5.3.2.\nProviding P.C.C.M 150 in normal mix of (1:2:4) in foundation with approved quality of ston chips 20mm to 6 mm size graded and clean coarse sand to F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in positi	154	2.803	Cum.
155	155	(92)5.6.1\nProviding designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I	155	17.64	Sqm
156	156	5.2.2\nProviding designation 75A brick work in C.M (1:4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curri	156	9.833	cum
157	157	(95) 5.2.23\nProviding designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out	157	6.9	Sqm
158	158	(94) 5.3.9(ii)\nProviding R.C.C.M 200 with nominal mix of (1: 1.5: 3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer an	158	1.816	Cum.
159	159	(94) 5.3.11\nProviding R.C.C.M 200 nominal mix of (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placi	159	0.39	Cum.
160	160	(94) 5.7.2\nProviding 12mm thick cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I	160	54.7	Sqm
161	161	(94) 5.7.11\nProviding 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.	161	81.85	Sqm
162	162	Basic Rate of JSR Page no 20 item no- 7\nProviding and laying brick bats in soakpit with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.	162	4.945	Cum
163	163	(5.5.4\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complet	163	0.1	M.T.
164	164	5.5.5\nProviding Tor steel reinforcement of 10mm , 12mm & 16mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in positio	164
165	165	(a) 10 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )	165	0.089	M.T.
166	166	(98) JPHCL approved rate\nprovding and laying of 110mm dia. P.V.C. pipe for outlet of water to outlet drain including all accessories ,I.e lubricants, solventcement, clamp, ring, sockets etc.(SUPREME S.W.R.).	166	6	M
167	167	(99) Basic Rate of JSR Page no 42 item 26 (B)\nSupplying, fitting and fixing C.I. cover with frame for manhole and inspection chamber with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specific	167	4	Each
168	168	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	168
169	169	Bricks (1+7=8 KM.)	169	6.575	%0 Nos.
170	170	Coarse Sand (20 KM.)	170	6.466	Cum.
171	171	Chips (20) km	171	5.5276	Cum.
172	172	Cement (25 KM.)	172	2.944	MT
173	173	Steel ( 25 KM.)	173	0.894	MT
174	174	Section III 200x150xmm dia Deep bore Well With Pump set & electrification etc works.	174
175	175	DW & SD \nBasic rate item no. 116\nSuppling all materisls labour and tools and cost of drilling 200mm x 165mm bore well in all kinds of soil and rock in rural area for installation of pump set with hydrolic DTH rig machine, all complete including suplying all materials tools, drilling rig, Air compressor and equipments, as well as fuel, lubricants and cost of transprtation of Rig machine and other vehicles up to the site.	175
176	176	a) From 0.0M to 50.0 M belew G.L	176	50	P/M
177	177	b) From 51.0 M to200.00 M belew G.L	177	100	P/M
178	178	DW& SD \nBasic rate item no. 117(A)\nsupplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe itc including all taxes, VAT, Excise duty, freight charges with inspection charges etc as applicable, etc all complete job.	178	20	P/M
179	179	DW& SD \nCleaning Flushing and devloping of drilled hole for testing the discharge of water development of bore well by continueous flow of water bu using heavy compresser upto satisfaction of E/I. To get uniterrupted flow of water free from sand and soil etc.	179	1	Hr
180	180	DW & SD \nBasic rate item no. 117(B)\nSupplying and fitting M.S cap over 200mm dia casing pipe as per direction of E/I For safety of drilling bore including providing of guard for safety of the same till returned final.	180	1	Each
181	181	DW & SD \nBasic rate item no. 120(II) Page no-44(i)\nSupplying 100 mm dia submersible pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor suitable for working on 415V + 10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump.	181
182	182	PM 1-2-2\nSubmersible Pump 150 mm dia ( with Bronze impeller) up to 8 stages 2.0 HP	182	1	Each
183	183	Analysed & Approved \nSupplying complete panel board with all accessories ( starter 1 no, volt meter 1 no, amp meter 1 no,100 amp kit kat ( male & female ) all complete job.	183	1	Each
184	184	DW & SD \nBasic rate item no. CB 1-3 Page no- 44(xi)\nSupplying 3 core flat flexible submersible cable with, copper conductor, PVC insulated and PVC sheathed.\n3 Core 4mm thick	184	130	M
185	185	Analysed & Approved \n2no heavy duty clamp 40mm dia suitable for 200 mm dia pipe with all complete job.	185	2	Each
186	186	DW & SD \nBasic rate item no. 9(K) (v) Page no 13\nSupplying & lowering 40mm da column G. I. pipe with all complete job.	186	70	P/M
187	187	Approach road (20 mtr)	187
188	188	3.16\nEmbankment construction with material obtained from borrow pits	188	60	Cum.
189	189	5.1.10\nProviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as pe	189	25	Cum.
190	190	5.6.2\nProviding designation 75 A one brick edge soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I	190	100	Sqm
191	191	5.3.2.1\nProviding P.C.C.M 200 in normal mix of (1:1.5:3) in foundation with approved quality of ston chips 20mm to 6 mm size graded and clean coarse sand to F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in positi	191	13.5	Cum.
192	192	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	192
193	193	Bricks (1+7=8 KM.)	193	5.4	%0 Nos.
194	194	Local Sand (3 KM.)	194	28	Cum.
195	195	Coarse Sand (20 KM.)	195	5.805	Cum.
196	196	Chips (20) km	196	11.61	Cum.
197	197	Cement (25 KM.)	197	5.5634	MT
198	198	Concertina coil fencing (1100'00\" ft)	198
199	199	5.1.1\nEARTH WORK IN EXCAVATION IN FOUNDATION Trenches in hard soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I	199	49.896	Cum.
200	200	3.3.3\nProviding P.C.C. M-10 with nominal mix of (1:3:6) in Foundation with approved quality of stone metal grade III (53 to 22.4 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I.	200	49.896	Cum.
201	201	Approved basic rates of material item No. 29+ 10%C.P.\nSupplying of M.S.ANGLE OF 50X50X6 for support of Concertina wire including all carriage, taxes, all complete.	201	3.465	Mt
202	202	5.5.24\nLabour for cutting of M.S. angle iron post to required length& fixing in column , one end spitted as fishtailed in length of 150mm complete as per building specification & direction of E/I.	202	308	Each
203	203	5.5.23\nDrilling 6 mm dia holes M.S. angle iron for fixing of staples etc. as per building specification & direction of E/I.	203	1540	Each
204	204	Approved basic rates of material item No. 3 (b)+ 10%C.P.\nSuplying of galvonised barbed wire of 4 points, 2 ply 12 SWG, 150 apart for fencing.	204	827.024	Kg
205	205	5.5.22\nLabour for fitting & fixing barbed wire fencing in six rows horizontal up to a height of 1.25 M & two diagonals including fixing of post in cement concrete at 2.5 M centres including cost of staples (but excluding the cost of cement concrete angle iron post its cutting & making holes ,nuts & bolts ) all complete as per building specification & direction of E/ I.	205	670.56	Mtr
206	206	DSR16.53\nProviding and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)	206	1005.84	Mtr
207	207	5.8.41\nProviding primer one coat of red lead paint of approved make over steel surfce including preparing the surface after cleaning removing dust , dirt. Scales smokes & grease & cleaning the surface throughly including cost of scaffolding & taxes all complete as per building specification & direction of E/I. ( Mode of measurement of area shall be multiple by the co-efficient as indicated in building specification.)	207	124.61	Sqm
208	208	5.8.45\nProviding 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills& railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.	208	124.61	Sqm
209	209	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	209
210	210	Coarse Sand (20 KM.)	210	23.4511	Cum.
211	211	Chips (20) km	211	46.9022	Cum.
212	212	Gate	212
213	213	5.1.1\nEarth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.	213	12.9778	Cum.
214	214	5.1.2\nExtra for earth work in hard soil as per specification and direction of E/I.( vide classification of soil item B)	214	12.9778	Cum.
215	215	5.1.10\nProviding coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)	215	0.7015	Cum.
216	216	5.6.1\nProviding designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.	216	7.015	Cum.
217	217	5.3.2\nProviding P.C.C.M 100 in normal mix of (1:3:6) in foundation with approved quality of stone metal grade II (50mm to 25mm size) clean coarse sand to F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I	217	0.7015	Cum.
218	218	5.3.5.1\nProviding R.C.C.M 200 (1: 1.5: 3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I	218	2.541	Cum.
219	219	5.3.14\nProviding R.C.C.M 200 (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I	219	2.21125	Cum.
220	220	5.3.11\nProviding R.C.C.M 200 (1:1.5: 3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I	220	3.70925	Cum.
221	221	5.2.3\nProviding designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.	221	4.97566	Cum.
222	222	5.7.3\nProviding 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I	222	99.5807	Cum.
223	223	DSR 13.46.1\nFinishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer\napplied @ 2.20 kg/ 10 sqm)	223	99.5807	Sqm
224	224	(5.5.4\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complet	224	0.3	M.T.
225	225	5.5.5\nProviding Tor steel reinforcement of 10mm , 12mm & 16mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in positio	225
226	226	(b) 12 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )	226	0.25	M.T.
227	227	(c) 16 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )	227	0.45	M.T.
228	228	5.3.16.1\nSupplying,fitting and fixing 20 guage G.C.l. sheet gate fitted on M.S. Angle frame of size 60x60x6mm. including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1\".2.4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specrfication and direction of E/\|	228	18.3188	Sqm
229	229	5.8.41\nProvinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.)	229	36.6375	Sqm
230	230	5.8.45\nProviding two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I	230	36.6375	Sqm
231	231	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	231
232	232	Bricks (1+7=8 KM.)	232	0.266	No.
233	233	Coarse Sand (20 KM.)	233	6.34	Cum
234	234	Chips (20) km	234	7.954	Cum
235	235	Cement (25 KM.)	235	1.69	Cum
236	236	Steel ( 25 KM.)	236	1	Cum
237	237	Note:- OF MAKE\n (1)PVC insuleted copper conductor wire of make:-Havell's/Polycab/Anchor \n (2)PVC conduit of thiknss 1.5mm/2mm for wiring:-Polycab/ANCHOR/AKG\n (3) GI modular box of make -: Anchor/ Havells/Legrand/ \n (4)Switches/soket outlet for modular type:- Anchor (roma)/Havells(cabtree)Legrand\n (5)MCCB,MCB,SFU,CHANGEOVER,RCCB,MCB-DB:-Havell's/L&T/C&S\n (6)XLPE/PVC aramoured cable:-Havell's/Polycab/V-guard\n (7) LED ITTING FIXTURE -: Havells/Bajaj/Crompton (Model/as per E/I )\n (8) CEALING / WALL / EXHAUST FAN -: Havells / Bajaj / Usha / Crompton (Model/as per E/I )\n (9)OCTAGONAL POLE-: Bajaj/Philips/Surya\n (10) CHEMICAL EARTHING OF MAKE - TRUEPOWER EARTHING\n (11) CENTRALISED AIR CONDITIONING OF MAKE - VOLTAS/MITSHUBISHI/ \n TOSHIBA/DAIKIN\n (12)ALL ELECTRICAL WIRING WORK SHOULD BE CONCEALED\n\n \n	237
238	238	1.3\nPoint wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exhaust fan point/call bell point with 1.5. sq.mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, with modular type switch, pheonlic lamineted sheet,suitable size G.I.box etc.	238
239	239	1.3.1\nGroup A	239	108	Point
240	240	1.3.2\nGroup B	240	112	Point
241	241	1.4\nTwin control point wiring PVC conduit with modular type switch:-wiring for Twin control point with 1.5 sq mm FR PVC Insuleted copper conductor single core cable in recessed PVC conduit, 2 way modular, switch, pheonlic lamineted sheet,suitable size G.I.box etc.as required.	241	3	Point
242	242	1.5\nPower plug wiring in PVC conduit (2x4 sq mm) :- Wiring for light/Power plug with 2x4 sq mm FR PVC insuleted copper conductor single core cable in recess PVC conduit along with 1 Nos. 4 sq mm FR PVC insuleted copper conductor single core cable for loop earthing as required.	242	498	Metre
243	243	1.7\nCircuit/submain wiring in PVC conduit:-Wiring for circuit/submain wiring along with earth wire with the following size PVC insuleted copper conductor single core cable in recessed PVC conduit as required	243
244	244	1.7.2\n2x2.5 sq mm+1x2.5 sq mm earth wire	244	616	Metre
245	245	1.7.5\n2x10 sq mm+1x10 sq mm earth wire	245	47	Metre
246	246	1.7.10\n4x6 sq mm+2x6 sq mm earth wire	246	220	Metre
247	247	1.7.11\n4x10 sq mm+2x10 sq mm earth wire	247	198	Metre
248	248	1.16\nTeliphone wiring existing conduit:- Supplying and drawing following pair 0.5 sq mmFR PVC insuleted copper conductor, unaramed teliphone cable in existing recessed PVC conduit as required	248
249	249	1.16.3\n3 Pair	249	270	Metre
250	250	1.17\nTV cable in existing conduit :- Supplying and drawing co-axial TV cable RG-6 grade copper conductor,PE insulated,with PVC sheath in the existing recessed PVC conduit as required.	250	90	Metre
251	251	1.21\nS/F PVC conduit :- supplying and fixing of following sizes PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case recessed conduit as required .	251
252	252	1.21.1\n20mm	252	310	Metre
253	253	1.24\nS/F modular type switch /socket :- Supplying and fixing following modular type switch box/cover including connections but excluding modular plate etc as required	253
254	254	1.24.1\n5/6 amps, one way switch	254	81	Each
255	255	1.24.3\n15/16 amps, one way switch	255	8	Each
256	256	1.24.4 \n5/6 amps, 3 pin socket outlet	256	81	Each
257	257	1.24.5\n15/16 amp 6 pin socket outlet	257	8	Each
258	258	1.24.7\nTeliphone socket with shutter outlet	258	14	Each
259	259	1.24.8\nTV socket socket outlet	259	3	Each
260	260	1.25\nS/F Modular type electronic fan regulator:-Supplying and fixing stepped type fan regulator on the existing modular plate switch box including connectionons but excluding modular plate etc, as required.	260	32	Each
261	261	1.26\nS/F Modular type blanking plate:-Supplying and fixing modular blanking plate on the existing modular plate switch box excluding modular plate etc, as required.	261	20	Each
262	262	1.27\nS/F Modular boxes, base & covre plate:-following size/ modular G.I box along with modular base & cover plate for modular switches in recess etc, as required.	262
263	263	1.27.1\n1 or 2 module(78mm x 78mm x 45mm)	263	33	Each
264	264	1.27.3\n6 module(78mm x 205mm x 50mm)	264	28	Each
265	265	1.27.4\n8/9 module(78mm x 230mm x 60mm)	265	4	Each
266	266	1.32\nS/F power plug point with modular type accessories:- Supplying and fixing suitable size G.I.box with modular plate and cover in front on recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular switch conection painting etc, as required.	266	33	Each
267	267	1.33\nS/F ceiling rose:-\nSupplying and fixing 2 pin 5 amp, ceiling rose on the existing junction box/wooden block including connection etc as required.	267	109	Each
268	268	1.34\nS/F Batten holder:-\nSupplying and fixing batten/angle holder including connection etc, as required.	268	3	Each
269	269	1.36\nS/F Dingdong Call bell :-\nSupplying and fixing dingdong call bell suitable for DC/AC single phase,230 volt, complete as required.	269	3	Each
270	270	1.41\nITC fluorescent/LED fitting directly on surface:-\nInstaliation, testing and commissioning of prewired, fluorescent fitting of all types, complete with all accessosries and tube etc. directly on ceiling /wall including connection with 1.5 sq mm.FR PVC insulated, copper conductor.	270	142	Each
271	271	1.44\nITC ceiling/wall fan:-\nInstaliation, testing and commissioning of ceiling fan including wiring the down rod of standard length( uptwo 30 cm) with 1.5 sq mm.FR PVC insulated copper conductor, single core cable etc as required	271	59	Each
272	272	1.48\nITC exhaust fan up to 450 mm, sweep:-\nInstallation of exhaust fan up to 450 mm. sweep in the exiting opening, including making the hole to suit the size of above fan, making good the damage, connection testing commissioning etc as required.	272	17	Each
273	273	2.8\nS/F S.P. MCB DB:-\nSupplying and fixing following way single pole nutral,sheet,MCB distribution board,240 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR)	273
274	274	2.8.8\n8 Way,Double door	274	1	Each
275	275	2.9\nS/F T.P.MCB DB:-\nSupplying and fixing following way three pole and nutral,sheet,MCB distribution board,415 volt,in recess,complete with tinned copper busbar,earth bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required.(But without MCB/RCCB/ISOLATOR)	275
276	276	2.9.4\n4 way (4+12),Double door, Horizontal type	276	8	Each
277	277	2.11S/F 'B' series. S.P.MCB:-\nSupplying and fixing 6 amps to 32 amps rating,240 volts, 'B' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required.	277
278	278	2.11.1\n6/32 amps,single pole, \"B\" SERIES	278	52	Each
279	279	2.12\nS/F 'C' series. S.P.MCB:-\nSupplying and fixing 6 amps to 32 amps rating,240 volts, 'C' series miniature circuit breaker suitable for lighting and others loads of following poles in the exiting MCB DB complite with connections. Testing and commisioning etc as required.	279
280	280	2.12.1\n6/32 amps,single pole, \"C\" SERIES	280	41	Each
281	281	2.12.6\n40 amps ,DP	281	1	Each
282	282	2.16.9\n40 amps,TPN	282	4	Each
283	283	2.12.10\n50/63 amps, TPN	283	4	Each
284	284	2.13\nS/F SP MCB blanking plate:-\nSupplying and fixing Single pole blanking plate in exiting MCB DB complete etc as required.	284	4	Each
285	285	2.19\nP/F M.V. danger notice plate:-\nProviding and fixing M.V danger notice plate of 200mm x150mm made of mild steel, at least 2mm thick, and vitreous enamelled white on both sides, and with inscription in single red coiour on front side as required.	285	1	Each
286	286	3.9\nS/L 8 SWG copper wire ground :-\nSupplying and laying 8 SWG copper wire 0.50 metre bellow ground level for conductor earth electrode, including soldring etc. as required.	286	20	Metre
287	287	4.2\nP/F G.I. lightning conductor finial:-\nProviding and fixing of lighting cnductor finial, made of 25 mm dia 300mm long, copper tube having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required.	287	5	Each
288	288	4.4\nReverting, sweating and soldering of copper/G.I. tape(with another coppr/G.I. tape, base of the finial or any other metallic object) as required.	288	15	Each
289	289	4.7\nP/F G.I. lightning conductor tape in horizontal run:-\nProviding and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(For horizontal run)	289	135	Metre
290	290	4.8\nP/F G.I lightning conductor tape in vertical run:-\nProviding and fixing GI tape 20mm x 3mmthick on parapet or surface of wall for lightning conductor complete as required(for vertical run)	290	49	Metre
291	291	5.1\nMV cable laying upto 25 sq.mm. in ground:-\nLaying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size not exceeding 25 sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required.	291	135	Metre
292	292	5.2\nMV cable laying upto 120 sq.mm. in ground:-\nLaying of one number PVC insuleted and PVC sheathed/ XLPE power cable of 11 KV grade of size not exceeding 25 sq.mm.but not exceeding 120 sq.mm. direct in ground including excavetion, sand coushioning, protective covering and refilling the trench etc as required.	292	105	Metre
293	293	8.5\nErection of steel pole upto 10 m in C.C.:- Erection of steel tubular pole of length exceeding 8 metres but not exceeding 10 metres in cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc as required.	293	4	Each
294	294	\nS/L PVC XLPE insuletd PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts,(conforms to IS:1554, part-1)	294
295	295	code no 1905\n16 sq.mm. 4 core	295	130	Metre
296	296	code no 1908\n50 sq.mm. 3.5 core	296	20	Metre
297	297	code no 1910\n95 sq.mm. 3.5 core	297	214.765	Metre
298	298	DSR 12.37\nSupplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required	298	2	Each
299	299	DSR9.1\nSupplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.	299
300	300	DSR9.1.33\n4 X 16 sq. mm (28mm)	300	9	Each
301	301	DSR9.1.22\n3½ X 50 sq. mm (35mm)	301	2	Each
302	302	DSR9.1.24\n3½ X 95 sq. mm (45mm)	302	2	Each
303	303	FIXTURE AND CHEMICAL EARTHING	303
304	304	CODE No.2104\nProviding of 12'' (300 mm)exhaust fan of make bajaj/havells/usha/crompton	304	17	Each
305	305	CODE No.2101\nProviding of 48'' (1200 mm) ceiling fan of make bajaj/havells/usha/crompton	305	35	Each
306	306	CODE No.2105\nProviding of 16'' (400 mm) Wall fan of make bajaj/havells/usha/crompton	306	24	Each
307	307	CODE No.2203\nProviding of Reces/surfaces mounted LED round down light (15/16 watt) of make bajaj/havells/jaquar/crompton	307	52	Each
308	308	CODE No.2218\nProviding of LED street light (90/100 watt) of make bajaj/havells/jaquar/crompton	308	6	Each
309	309	CODE No.2225\nProviding of LED Flood light (120 watt) of make bajaj/havells/jaquar/crompton	309	4	Each
310	310	CODE No.2263\nProviding of Bulkhead fitting with 9/10 watt LED/ CFL of make bajaj/havells/jaquar/crompton	310	3	Each
311	311	CODE No.2229\nSupply of LED batten (10/12 watt) of make bajaj/havells/jaquar/crompton	311	8	Each
312	312	CODE No.2230\nSupply of LED batten (20/22 watt) of make bajaj/havells/jaquar/crompton	312	47	Each
313	313	CODE No.2225\nSupplying and fixing of LED 15/16 W of make bajaj/havells/jaquar/crompton	313	6	Each
314	314	Anaylised & Approved\nITC LED 25/ 90W street ligt on wall with 25 mm dia .75meter long GI pipe bend, J /U Hook 4 nos., along with two coat painting of GI pipe bend etc as required	314	2	Each
315	315	Code no. 2301\nSupply /fitting/fixing of 50 mm dia chemical Earthing Electrode 3 mtr length ,Backfill compound chemical 4 bag (per bag 25 kg), Earth cutting removing and installation charge as. required. OF MAKE POWERGRIP EARTHING ELECTRODE. RANCHI/ELECTROGRIP RANCHI	315	9	Set
316	316	Code no. 2001\nSupplying and fixing of 7 Mtr height octagomal Hot-Dip Galvanized pole (BOP-7030) with top dia 70 mm,bottom dia 130mm & made of 3 mm thick sheet ,base plate diamentions 200 MM X 200 MM X 12 MM (LxBxT) including suitable size of foundetion bolt and 1'6'' long 50mmX50mm MS angle along with welded horizontally on top of octagonal pole all complete on exiting concreat platform as required OF MAKE BAJAJ/SURYA/PHILIPS	316	4	Each
317	317	Code no. 2017\nSupplying and fixing of 1.5 mtr single arm suitable for 70 mm top of existing Octagonal pole OF MAKE BAJAJ/SURYA/PHILIPS	317	4	Each
318	318	Anaylised & Approved\nSupplying fitting fixing testing and commisioning of Water pump controlar for single phase submerssible motor with sensor as required of make AQUATECH/MAXTAN TECHNOLGIES/RMG AUTO PUMP CONTROLAR	318	1	SET
319	319	1.16\nTeliphone wiring existing conduit:- Supplying and drawing following pair 0.5 sq mmFR PVC insuleted copper conductor, unaramed teliphone cable in existing recessed PVC conduit as required (FOR WATER PUMP CONTROLAR WIRING)	319
320	320	1.16.3\n3 Pair	320	90	Metre
321	321	1.21\nS/F PVC conduit :- supplying and fixing of following sizes PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case recessed conduit as required . (FOR WATER PUMP GONTROLAR WIRING)	321
322	322	1.21.1\n20mm	322	85	Metre
323	323	Analaysed & Approved\nMain Panel : Supplying fixing testing commissioning of 16 swg crca sheey steel panel box including painting, copper wiring, CT,PT,digital ampmeter,volt meter,copper basbar(40mmx6mm) 3 set, MCCB 4 pole 35 KA 1No,MCB 4 POLE 63 AMP 4 Nos,MCCB 4POLE 40 AMP 5 Nos, DP 40 AMP3 NOs,SP 16 AMP 2 NOs,contactor 4 pole 80 amp 1no, contractorh 4 pole 63 amp 1no,slector switch 2nos,surge protectin device 1 nos, push botton 2 nos, RYB INDICATOR 3 NOs, etc as required	323	1	Set
324	324	CCTV	324
325	325	1.27\nSupplying and fixing following size /modules G.I. box along with modular base and cover plate for modular switches in recess etc. as required	325
326	326	1.27.1\n1 or 2 modules (78mmx78mmx45mm)	326	8	Each
327	327	Analaysed & Approved\nProviding, drawing, fitting, fixing, connecting and testing of indoor/ outdoor 1/3\" SONY Effo E, 650 TVL OLUX ,External Adujustable IR Camera,28-12mm built-in iris lens,with 36 pcsIR LED. IR 40m, IP-66 including connections along with all standard accessories, i,e complete in all respect. Make-BOSCH. EVER FOCUS / TOSHIBA / PERITO / PANSONIC	327	8	Each
328	328	Featues	328
329	329	1. 1/3\" Color SONY Super Had II Day & Night CCD Sensor.	329
330	330	2. Razor Sharp High Resolution: 650 TV Lines (Color)	330
331	331	3. 35 IR LED's enable vieing in total darkness up to 75 FT.	331
332	332	4. 0 Lux at IR on.	332
333	333	5. 2.8-12 EXTERNBAL adjustable Vari-focal lens.	333
334	334	6. 2DDNR (2D Digital Noise Reduction)	334
335	335	7. Weatherproof.	335
336	336	8. Compact & Light Weight .	336
337	337	9. Vandal-resistant: Polycarbonate Cover & Metal Body.	337
338	338	10. DC 12V	338
339	339	Analaysed & Approved\nProviding, fitting, fixing, connecting and testing of 8 Ch. Video and audio in put, 8 SATA interfaces, 4CIF/2CIF, 6 fps/Ch,alarm,I/O 16/4 along with all standard accessories complete in all respect with required size of wall mount rack. Make- BOSCH/EVER FOCUS/ Hik- VISION/ PERITO.	339	1	Each
340	340	Key features :-	340
341	341	DS-8104/8108/8116HDI-ST Standalone DVR.	341
342	342	H.264 video compression.	342
343	343	HDMI and VGA output at up to 1920 x 1080 P resolution.	343
344	344	Dual Stream	344
345	345	4/8/16 CH Sychronous playback.	345
346	346	HDD quota and group management	346
347	347	Rear panel of DS 8116 HDI-ST Video in Audio in Video spot out Video out Audio out Line in RS 232 serial interface VGA interface HDMI interface eSATA interface LAN interface Terminal switch RS-485 serial interface, keyboard interface, alarm in, alarm out GND 100-240 VAC power input Power switch	347
348	348	Analaysed & Approved\nSupply, fitting, fixing, commissioning and testing 32\" LED colour Full HD TV totally flat full HD, resolution-1920 x 1080 with 2 x HDMI, 1 x USB, remote control & battery for remote control along with all accessories & 1 year warranty. for Live View and Replay of Recorded View HD TV Make:- Make:- Sony Model: KLV-32R482B / Samsung Model: 32J5300 / LG Model: 32LF560T.	348	1	Each
349	349	Analaysed & Approved\nProviding, fitting, fixing, connecting and tesing of 4 Port video switcher, cable, along with all standard accessories complete in all respect. Make-Good Local Brand.	349	1	Each
350	350	Analaysed & Approved\nProviding of NAS storage 2TB internal HDD along with all standard accessories complete in all respect. Make- DLINK/SEAGATE/WESTERN-DIGITAL.	350	1	Each
351	351	Analaysed & Approved\nProviding, fitting, fixing, connecting and testing of 12 V DC 10 Amp. Charger along with all standard accessories complete in all respect. Make- Good Local Brand.	351	1	Each
352	352	1.21\nS/F PVC conduit :- supplying and fixing of following sizes PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case recessed conduit as required .	352
353	353	1.21.2\n25mm	353	175	Metre
354	354	Analaysed & Approved\nWiring and commisioningof 3+1 video cable and Power copper cable for entire CCTV in existing 2mm thick 25mm PVC Pipe surface/ recess with all accessosories as required..	354	180	Metre
355	355	Rain Water Harvesting	355
356	356	5.1.1\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.	356	29.538	Cum.
357	357	5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)	357	29.538	Cum.
358	358	5.1.10\nProviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)	358	7.512	Cum.
359	359	5.6.1\nProviding designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I	359	11.333	Sqm
360	360	5.3.2\nProviding P.C.C.M 150 in normal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I	360	0.85	Cum.
361	361	5.2.3\nProviding designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.	361	14.1	Cum.
362	362	SOR Page 20 of Itm no 9 & 10% CP\n Stone Metal at quarry site .. Traxes and royalty all complete as per building specification and direction of E/I.\n0.90 m Gravel filling	362
363	363	0.90 M stone Boulder filling	363	5.152	Cum.
364	364	5.3.30.1\nProviding precast R.C.C.M -200 with nominal mix.of (1:1.5:3) slab of desired size with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I	364	0.753	Cum
365	365	5.7.1\nProviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.	365	6.21	Sqm
366	366	5.7.6 \n Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I.	366	6.21	Sqm
367	367	5.5.4\nProviding Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)	367	0.113	M.T.
368	368	DSR 12.41.2\nProviding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.\n110 mm diameter	368	31.8	M
369	369	DSR 12.42 \nProviding and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :\n5382, leaving 10 mm gap for thermal expansion.	369
370	370	( 12.42.5.2) 110 mm bend	370	8	Each
371	371	( 12.42.6.2) Shoe 110 mm	371	2	Each
372	372	DSR 12.43.2\nProviding and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand)\nand making good the wall etc. complete\n(110 mm )	372	12	M
373	373	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	373
374	374	Bricks (1+7=8 KM.)	374	6.09	%0 Nos.
375	375	Local Sand (3 KM.)	375	7.512	Cum.
376	376	Coarse Sand (20 KM.)	376	5.8	Cum.
377	377	Chips (20) km	377	1.412	Cum.
378	378	Cement (25 KM.)	378	1.838	MT
379	379	Steel ( 25 KM.)	379	0.113	MT
380	380	SOR PHED (page no 31 sl no 117) DT: \nBasic rate for 115/125 mm dia drilled Tube Well for drilling in all kinda of Soil and rock for installation o hand pump with DI rings all complete including supplyin all materials, labours , tools drilling rigs air compressor and equipments s well as fuel li\ubricant for making 115/125 mm dia boring etc and cost of transporting rig machine and other vechile up to site of work including contrctor profit & OH chares as per specification and directtion of Engineer Incharge fo the year 2015-16.	380
381	381	Drilling upto 30 M depth below G.L in Rular area	381	30	P/M
382	382	Drilling beyond 31 mtr upto 55 mtr below GL in Rural area	382	30	P/M
383	383	SOR PHED (page no 17 sl no 105) \nBasic rate of 32 mm UPVC pipe 125 mm dia conforming o IS: latest version:\n	383	30	P/M
384	384	S/M/L for F/f wire mesh pipe	384	1	Each
385	385	Drain (40 M)	385
386	386	5.1.1\nEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.	386	21.6	Cum
387	387	5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)	387	21.6	Cum.
388	388	5.1.10\nProviding coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)	388	2.7	Cum.
389	389	5.6.1\nProviding designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I	389	36	Sqm
390	390	5.3.2\nProviding PCC M-150 with nominal mix of (1:2:4) in filling in plinth & sunken slab of toilet with approved quality of stone metal grade III (53 to 22.4mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing taxes and royalty all complete as per building specification & direction of E/I.	390	4.2	Cum
391	391	5.2.3\nProviding designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.	391	7.5	Cum.
392	392	5.3.30.1\nProviding precast R.C.C.M -200 with nominal mix.of (1:1.5:3) slab of desired size with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position, (but excluding the cosat of reinforcement) taxes and royalty all complete as per building specification and direction of E/I	392	1.28	Cum
393	393	5.7.3\nProviding 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I	393	68	Sqm
394	394	5.7.11\nProviding 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as per building specification and direction of E/I.	394	68	Sqm
395	395	5.5\nProviding TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.	395
396	396	5.5.4\n8 mm dia - TMT Fe 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)	396	0.13	MT
397	397	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	397
398	398	Bricks (1+7=8 KM.)	398	3.81	%Nos.
399	399	Local Sand (3 KM.)	399	2.7	Cum
400	400	Coarse Sand (20 KM.)	400	6.08	Cum
401	401	Chips (20) km	401	4.84	Cum
402	402	Cement (25 KM.)	402	6.76	MT
403	403	Steel ( 25 KM.)	403	0.13	MT
404	404	Land Development ( with toe wall)	404
405	405	5.1.1\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.	405	25.2	Cum.
406	406	5.1.2\nExtra for earthwork in hard soil as per specification and direction of E/I. ( Vide classification of soil iten _B)	406	25.2	Cum
407	407	5.1.8\nFilling in foundation trenches and plinth layers not exceeding 150 mm thick well watered rammed fully compacted and fine dressed with earth obtained after cutting with in a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I ( Mode of measurement compacted volume)	407	275	Cum.
408	408	5.1.10\nProviding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)	408	2.25	Cum.
409	409	5.2.3\nProviding designation 75A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.	409	33.75	Cum.
410	410	5.6.1\nProviding designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I	410	30	Sqm
411	411	5.3.2\nProviding P.C.C.M 150 in normal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I	411	2.25	Cum.
412	412	5.7.1\nProviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.	412	123	Sqm
413	413	5.7.11\nProviding 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as per building specification and direction of E/I.	413	123	Sqm
414	414	Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.	414
415	415	Bricks (1+7=8 KM.)	415	14.67	%0 Nos.
416	416	Local Sand (3 KM.)	416	0.458	Cum.
417	417	Coarse Sand (20 KM.)	417	16.51	Cum.
418	418	Chips (20) km	418	2.025	Cum.
419	419	Cement (25 KM.)	419	4.95699	MT
420	420	Add 1% Lebour Cess	420	1	Nos
421	421	Add 12% GST	421	1	Nos

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Construction Of Fortified Police Station At Chalkusa In The District Of Hazaribagh . , Chalkusa-Jharkhand

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