Tender For Implementation Of Satmara Zone Of Ratua-Ii Block Under Surface Based Water Supply Scheme Of Ratua-I, Ii & Chanchal-Ii Block Under Malda Division, Phe Dte, Govt. Of West Bengal, Malda-West Bengal

TDR : 49031768

Tender Notice
Corrigendum Details
BOQ

Expired

Malda , West Bengal

Tender Brief : Corrigendum : Tender For Implementation Of Satmara Zone Of Ratua-Ii Block Under Surface Based Water Supply Scheme Of Ratua-I, Ii & Chanchal-Ii Block Under Malda Division, Phe Dte, Govt. Of West Bengal

Document Fees
Refer document

EMD
₹ 540015.0 /-

Tender Value
₹ 2.70 Crore /-

Submission Date
23-08-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	18-08-2025	WBPHED/EE/MD/NIeT_16 of 2025-2026, Sl. No. 05	Date	23-08-2025
2	31-07-2025	WBPHED/EE/MD/N IeT_16 of 2025-2026, Sl. No. 05	Date	18-08-2025
3	12-07-2025	W BPHED/EE/MD/NIeT_16 of 2025-2026, Sl. No. 05	Date	31-07-2025
4	30-06-2025	WBPHED/EE/MD/NIeT _16 of 2025-2026, Sl. No. 05	Date	12-07-2025
5	23-06-2025	WBPHED /EE/MD/NIeT_16 of 2025-2026, Sl. No. 05	Date	01-07-2025
6	08-06-2025	WBPHED/EE/MD/ NIeT_16 of 2025-2026, Sl. No. 05	Date	24-06-2025
7	27-05-2025	WBPHED/EE/MD/NIeT_16 of 2025-2026, Sl. No. 05	Date	13-06-2025

Name of Work: Implementation of Satmara Zone of Ratua-II Block under Surface Based Water supply Scheme of Ratua-I, II & Chanchal-II Block under Malda Division, PHE Dte, Govt. of West Bengal.

Sl. No.	Item Description
1	Part A-1 :-Sinking of2 Nos. 200mm (all through) Big dia. Tube Well of 130 Mtr. Deep
2	Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling ( Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling.
3	Drilling by Direct Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 \" dia. and 17.5\" dia. Rock Roller Bits/Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling.
4	Note: 1) Rate only for pilot drilling will be @ 50%. of item rate. 2) Rate for reaming by 12 1/4 \" dia. bit will be @ 14% of item rate. 3) Rate for reaming by 15 \" dia. bit will be @ 16% of item rate.4) Rate for reaming by 17.5 \" dia. bit will be @ 20% of item rate.
5	(A)Rate only for pilot drilling will be @ 50%. of item rate.
6	( a ) From 6 Mtr. to 60 Mtr.
7	( b ) From 60 Mtr. to 90 Mtr.
8	( c ) From 90 Mtr. to 120 Mtr.
9	( d ) From 120 Mtr. to 150 Mtr.
10	(B) Rate for reaming by 12 1/4 \" dia. bit will be @ 14% of item rate.
11	( a ) From 6 Mtr. to 60 Mtr.
12	( b ) From 60 Mtr. to 90 Mtr.
13	( c ) From 90 Mtr. to 120 Mtr.
14	( d ) From 120 Mtr. to 150 Mtr.
15	( C) Rate for reaming by 15 \" dia. bit will be @ 16% of item rate.
16	( a ) From 6 Mtr. to 60 Mtr.
17	( b ) From 60 Mtr. to 90 Mtr.
18	( c ) From 90 Mtr. to 120 Mtr.
19	( d ) From 120 Mtr. to 150 Mtr.
20	Supplying and deliveryof the following accessories
21	a) i)UPVCCap 200 mm. Dia.
22	c) M.S. Housing clamp 200 mm dia.
23	d)M.S Centre Guide( Special type)
24	Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc.
25	Cost of Consumables for drilling rigs and machineries
26	Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
27	Packing the side of the tube well housing pipe with puddle clay & with good quality local earth as per direction.
28	Supply and delivery of Bentonite Powder conforming to IS 6186:1986
29	Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
30	Water sample collection and chemical test including Arsenic Test.
31	Electro-logging charge.
32	Supply and delivery of UPVC pipe (CM) conforming to IS 12818:2010. (CIPET Certified).a) 200 mm dia
33	Supply and delivery of UPVC Deep Well Screen (RMS) Pipes with Ribs conforming to IS 12818:2010. (CIPET Certified)a)200 mm dia.
34	Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel lubricant & loading unloading the materials from store/stack yard/ suppliers godown and unloading/stacking the same at site. (Up to 60 Km distance).
35	Part A- 2: Laying of Rising Main
36	Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire itemii) No payment will be made without hydraulic test of the pipe line either part or fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
37	a) 150 mm dia D.I,
38	Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
39	a) 150mm.dia.to 200mm.dia pipe
40	Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
41	a) 150mm dia.
42	Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). UPVC
43	For DI pipe:b) 150 mm dia D.I
44	Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
45	For DI pipe:b) 150 mm dia D.I
46	Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)
47	a) 150 mm dia D.I,
48	Supply and delivery ofdifferent dia. D I specials includingloading unloading and carriage inclusive of taxes and all charges whatsoever
49	For 150 mm dia
50	a) FLANGE SPIGOT 150
51	b) FLANGE SOCKET 150
52	c) Mechanical Collar 150
53	f) All Flange Tee 150x150x150
54	f) Double Flanged Bend 150X 900
55	g) Double Flanged Bend 150X 450
56	h) Double Flanged Bend 150X 22.50
57	i) Double Flanged Bend 150X 11.250
58	j) Double Flanged Short Piece 150X1.0 M
59	Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list.
60	b) 150 mm dia.
61	Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials.(a) with 100mm thick RCC cover slab for village road where light traffic run.
62	i) 80 mm to 150 mm dia pipe.
63	Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make).
64	b) 150 mm dia.
65	Part A-3:- Laying of Distribution System including supply of UPVC/HDPE pipe, Specials, Valves and other alied works etc…..
66	Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire itemii) No payment will be made without hydraulic test of the pipe line either part or fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.
67	a) 200 mm dia D.I,
68	Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
69	a) 150mm.dia.to 200mm.dia pipe
70	Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC.
71	a) 200 mm dia D.I,
72	Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list.
73	a) 100mmdia
74	b)150mm dia
75	c) 200mmdia
76	Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make).
77	b) 200 mm dia.
78	Supply and delivery ofdifferent dia. D I specials includingloading unloading and carriage inclusive of taxes and all charges whatsoever
79	For 200 mm dia
80	a) FLANGE SPIGOT 150
81	b) FLANGE SOCKET 150
82	c) Mechanical Collar 150
83	e) AllFlange Tee 150X150X150
84	f) Double Flanged Bend 150X 900
85	g) Double Flanged Bend 150X 450
86	h) Double Flanged Bend 150X 22.50
87	i) Double Flanged Bend 150X 11.250
88	j) Double Flanged Short Piece 150X1.0 M
89	Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick paymentwithout damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVCfitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of
90	cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C.N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line.ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list.iii)No part payment at any stage on account of supply of materials shall be entertained.iv)Payment will be made on actual consumption of materials.v)UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list.vi)Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so.vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item.viii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill.(A) Pressure Rating : Class - III (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
91	a) 160mm(OD)
92	Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). UPVC
93	a) 90mm(OD)
94	d) 140mm(OD)
95	e) 160mm(OD)
96	f) 180mm(OD)
97	Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials.(a) with 100mm thick RCC cover slab for village road where light traffic run.
98	i) 80 mm to 150 mm dia pipe.
99	ii) 200 mm dia pipe.
100	Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). UPVC
101	a) 90mm(OD)
102	d) 140mm(OD)
103	e) 160mm(OD)
104	f) 180mm(OD)
105	For DI pipe:b) 200 mm dia D.I
106	Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
107	a) 90mm(OD)
108	d) 140mm(OD)
109	e) 160mm(OD)
110	f) 180mm(OD)
111	For DI pipe:b) 200 mm dia D.I
112	HORIZONTAL ROAD CROSSING:Horizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrangement etc. all complete as per direction of E.I.C.: For 80 mm dia. to 200 mm dia. pipes.
113	Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking up the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC.
114	Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, a) upto 150mm thick.
115	b) above 150 mm thickness
116	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur variety.
117	Making holes in two sides of wall of culvert/drain or any other structuresin any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at any places and mending good damages all complete as per direction of EIC.
118	Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for emergency situation and as per direction of EIC.)
119	Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC)
120	Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by JE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.
121	Part A-9:- Providing FHTC etc…
122	Providing FHTC from the existing CI/DI/uPVC/HDPE/GI/AC distribution pipeline by installing 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipe line, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15 mm NB PVC (schedule 80)/20 mm OD HDPE (PE100, PN16) pipe (average 15m length) with all necessary specials 1.0 metre below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer- in Charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm²) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm²) to be fitted in a position as directed by E.I.C. G.I. pipe of TATA make (medium duly) of 2 metre length with all necessary specials to continue from the end of the HDPE/PVC pipe and upto 1.0 m above ground within the premises of household.Note:-1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with G.I. Pipes as per IS:1239 (Part-I)2.Payment of Supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16) pipe with all necessary specials 1.0 metre below the ground will be made on actual measurement basis. The rate of this item is Rs. 117/- per metre.3) Materials to be supplied as per approved vendor list of PHED.( Corrigendum no-2 WBPHED SChedule of RateJuly 2019 SOR of FHTC20/01/2022/O/oCEPWQM(DPHE)
123	a) Up to 10 m length
124	b) Above 10 m upto 20 m Length
125	Collection of house hold details at PRESCRIBED FORMAT THROUGH Mobile App and hard copy including Geo-reference as directed by E.I.C and submission of the same to P.H.E dte in soft copy .
126	Provision for extra supply and laying of 15 mm NB PVC schedule 80)/20 mm OD HDPE (PE 100, PN 16) pipe with all necessary specials 1.00 meter bellow the ground level including cutting trenches in all sorts of soil and filling up trenches as per direction of the E.I.C.
127	Making plain Cement concrete (Mix - 1:2:4) with graded stone chips (20mm niminal size) excluding shuttering and reinforcement if any in ground floor as per relevant IS codes. (0.60 m bellow GL and 0.30 m above GL) for fixing 15 mm dia GI pipe for FHTC or as per direction of E.I.C . (Pakur Variety)
128	Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof.(a) upto 150 mm. thick
129	Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.(a) In ground floor including roof.
130	Making Village Road (Avg. 3M width) crossing by Horizontal auger borng for accomodation of laying of avarage 3(three) nos. 15 mm dia pipes for FHTC or as per direction of Engineer-In-Charge.
131	Horizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrangement etc. all complete as per direction of E.I.C. For 80 mm dia. to 200 mm dia. pipes.
132	Hire and labour charges for shuttering with centering and necessery staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and stricking out after completion of works (upto roof of ground floor) a) 25mm to 30mm thick wooden shutering as per deceision & direction of engineer-in-charge
133	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (a) 15 mm thick plaster with cm (1:4).
134	Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
135	Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)A) For Exposed Work.(i) 15 mm dia. medium quality.
136	Part A-5 :- Soil Investigation for construction of 200 CUM OHR etc….
137	Mobilisation charges of all tools and plants along with accessories, materials, labour, supervision etc. at site of Working required in connection with boring and testing work including setting up boring rig and shifting to different borehole points etc. and also including withdrawal of the same from the site after completion of work, complete as per direction of Engineer-in-charge.
138	b) Detailed Investigation.
139	Labour for making boreholes of 150 mm to 250 mm dia by any standard method to any depth below ground level/Bed level in al kinds of soil like clay, silt, sand, stiff clay, mixed soil etc. except rock (for the purpose of collecting disturbed and undisturbed soil samples, conducting standard penetration tests at suitable intervals etc.) including preparation and submission of bore log as per IRC : 75 and 78 and CI2400 of specifications for Road and Bridge works (5th revision) published by IRC and also including hire charges, of tools and plants complete as per direction of Engineer-in-charge.
140	a) When casing pipe in used t prevent colapse of bore-hole (casing pipe to be finally withdrawn)
141	a) Depth 0 M to 10 M
142	b) Depth greater than 10m and upto 20m
143	c) Depth greater than 20m and upto 30m
144	Depth greater than 30m and upto 40m
145	Depth greater than 40m and upto 50m
146	Field Investigation :
147	Collection of samples from the bore hole made as per B-a(a) Undisturbed
148	0.00 – 10.0M
149	10.00 – 20.00M
150	20.00 – 30.0M
151	Field Investigation
152	Collection of samples from the bore hole made as per B-a(a) Disturbed
153	Field investigation :-Standard Penetration test (SPT) by split spoon sampler in the bore hole as per IS 2131
154	0.00 – 10.0M
155	10.00 – 20.00M
156	20.00 – 30.0M
157	Laboratory Investigation
158	a)Liquid limit as per I.S.-2720 (Part V)
159	b) Plastic limit as per I.S.-2720 (Part V)
160	c) Grain Size analysis by sieving as per IS-2720 (Pt-IV)
161	d) Hydormeter method as per IS-2720-(Part-IV)
162	e) Watercontent as per IS-2720-(part-II)
163	f) Specificgravity as per IS 2720 (part-III)
164	g) Direct shear test as per IS 2720 (Part XIII)
165	h) Unconfined compression strength as per IS 2720 (Part X) . (i)Undisturbed
166	i) Consolidation Test as per IS 2720 (part XIV)
167	j) Triaxial compression test as per IS 2720 (Part-XI)
168	i) Determination of shear strength parameters of a specimen tested in unconsolidated undrain tri-axial compression without measurement of pore water pressure.
169	k) Permiability test
170	Preparation and submission of report in six copies giving all relevant information data like site plan, bore log and water table, test results, calculation, discussion suggestion and recommendation in respect of Suitable foundation etc. includingdetermination of silt factor calculation of water way and complete design of foundation including analysis of bearing capacity and settlement in bund and presentable from complete as per direction of Engineer-In-Charge.b) Detailed Investigation.
171	Carriage of all disturbed and undisturbed samples from site of work to the Divisional Office or else where including loading and unloading as per direction of Engineer-In-Charge.Detailed Investigation
172	Part A-6:-Construction of 200 cum capacity 20 mtr. Staging height RCCOver Head Reservoirincluding pipe connection and cost of pipes, specials, Ref. Drawing No. PC/-I/OHR/9/2012 etc…
173	Earth work in excavation of foundation trenches or drains, in the all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
174	a) Depth of excavation not exceeding 1,500 mm.
175	b) Depth of excavation for additional depth beyond 1,500 mm. andupto 3,000 mm. but not requiring shoring
176	Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling , strutting etc.) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to to be measured.) (This item should be executed on specific direction of the Engineer-in-charge)
177	a) Depth upto 1.5m.
178	b) For additional depth beyond 1.5 m. and upto 3.00 m.
179	Earth work in filling in foundation trenches or plinth with good earth. in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be made on the basis of mesurement of finished quantity of work)
180	(a) With earth obtained from excavation of fundation
181	Filling in foundaion or plinth by fine silver sand in layers not exceeding 150mm as directed and consolidating same by through saturation with water ramming complete including the cost of supply of sand. (In foundation 500mm thick, 200mm thick over finished GL under tank). (Payment to be made on measurement of finished quantity).
182	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
183	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in gound floor as per relevant IS codes.
184	a) Pakur Variety (Rate Analysis)
185	Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge Consumption of cement will be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]M 25 Grade (Rate Analysis)
186	i) Pakur Variety
187	Add extra over the rate of ground floor for basement and each additional floor above ground floor for items 4 to 10i. Upto 4th floor - 58.88ii. Above 4th floor - 71.44note : Floor height as top of the bracing
188	i. Upto 4 M from GL
189	ii. Beyond 4 M upto 8 M from GL
190	iii. Beyond 8 M upto 12 M from GL
191	iv. Beyond 12 M upto 16 M from GL
192	v. Beyond 16 M upto 20 M from GL
193	vi.20 M& Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
194	Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per 1:456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge Consumption of cement will be less than 300 Kg. of controlled concrete but actual consumption will be determined on the basis of preminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]M 30 Grade (Rate Analysis)
195	i) Pakur Variety :-20 M & Above upto top of OHR (Heel beam, Bottom dome, Shell wall, Bottom & Top ring beam etc.)
196	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof ground floor) a) Above 30 mm and upto 37mm thick wooden shuttering as per decision & direcction of EIC. i)For foundation upto G.L.
197	Hire and labour charges for shuttering forwork in overhead R.C. Reservoir on separate R.C. fram including fitting, fixing and striking off after compeltion of work including staging upto 4 m using ply board or steel shuttering.(Not applicable for restingon roof top)
198	Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m.
199	Reinforcement for reinforced work in all sorts of structures including distribution bars, stirrups, binders etc intial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inersection, complete as per drawing and direction.(Rate Analysis).(i)SAIL/TATA/RINL
200	(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.
201	(i) Tor steel/Mild Steeel [M-25]
202	i. Upto 4 M from GL
203	ii. Beyond 4 M upto 8 M from GL
204	iii. Beyond 8 M upto 12 M from GL
205	iv. Beyond 12 M upto 16 M from GL
206	v. Beyond 16 M upto 20 M from GL
207	vi.20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
208	Supplying & labour for mixing of super plasticizer of approved make brand sika/cico conforming to IS-2645-1975 & IS-9130-1979 to be need in mortar admixture @ 0.20% by wt. of cement (i.e 100ml per 50kg of cement) for improving workability, reducing shrinkage and improvement of water tightness of the concrete.
209	Applying 2 coats of bonding agent with synthetic multi functional rubberemulsion having adhesive and water proofing properties by mixing with waterin proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer\"sspecification [Cement to be supplied by the Department]
210	Providing water thirable non-toxic expoxy coating (techoxy or equivalent brand of approved quality)2(two)finished coats over 2(two)of primer of same brand to the ceiling of roof dome including supply of requisite coating materials, cleaning of the substrate properly to make it free from dirt, paint, oil and grease, sludge, blister, loose plaster, fungus, moss and all other undesirable particles using wire brush, sand papers etc. including mending good all damages all complete as per direction of EIC & his satisfaction.
211	Extra rate for using water proofing and plasticising admixture @ 0.2% byweight of cement (or at manufacturer\"s specified rate) for concrete of variousgrades.
212	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface.)
213	(a) 20 mm. thick plaster (1:4)
214	(i) Beyond 16 M upto 20 M from GL
215	(ii) 20 M & Above
216	(b). (a) 10 mm. thick plaster (1:3)
217	(i) Beyond 16 M upto 20 M from GL
218	(ii) 20 M & Above
219	Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of conctete surface and application of cement slurry before flooring works using cement @1.75 kg/sq.m all complete including all materials and lobour.(i) 25 mm. thick (Reservoir inside floor & wall, walk way floor, cc step, platform landing).
220	Neat cement punning about 3.0 mm. thick in wall, dado, window, sills, floor, drain etc.Note:- Cement 0.304 cu.m per 100 sq. m.
221	Applying Exterior grade Acrylic primer ofapproved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paintincluding scraping and preparing the surface thoroughly, complete as permanufacturer\"s specification and as per direction of the EIC.i. One coat
222	i. Upto 4 M from GL
223	ii. Beyond 4 M upto 8 M from GL
224	iii. Beyond 8 M upto 12 M from GL
225	iv. Beyond 12 M upto 16 M from GL
226	v. Beyond 16 M upto 20 M from GL
227	vi.20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
228	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. a) Super protective 100% Acrylic Emulsion> In ground floor and above.(i) Two coats
229	i. Upto 4 M from GL
230	ii. Beyond 4 M upto 8 M from GL
231	iii. Beyond 8 M upto 12 M from GL
232	iv. Beyond 12 M upto 16 M from GL
233	v. Beyond 16 M upto 20 M from GL
234	vi.20 M & Above upto top of OHR (Landing, Step, Roof Dome, walk way, Platform etc.)
235	Supplying mosquito proof net made of polythene (NETLON) size 75cm. X 75cm. for ventilator including fitting, fixing in the best sal wood frame of 8cm. X 5cm. cross section with necessary wooden batten fixing the assembly with necessary MS clamp in RCC wall at the lantern.
236	Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contract surface of the frame exiuding cost of concrete, iron Butt Hinges and M.S clamps. (The quantum should be corrected upto three decimels.)
237	(d) Sal: Local
238	Suppling, fitting and fixing M.S clamps door and window frame made of flatbent bar, end bifurcated with necessary screws etc. by cement concrete ((1:2:4) as perdirection of concrete will be paid separatelt.
239	(c) 40mm X 6 mm, 125 mm Length
240	Supplying at site filling ,fixing ,erecting and building in position where necessary 600mm.wide M.S. Cat ladder as per design consisting of 2nos.ISMC 150, 8mm.thick with necessary base plate of 8mm.thick 100mm.wide M.S. plate as steep @ 300mm.a/c supported on ISA 50x50x6 , ISA 60x60x8mm.thick both side as per requirement.900mm.ht. as post on one side/both side @ 1000 and ISA 45x45x6 as horiz. Runner to cover side railing including fabrication, welding ,drilling etc.as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of primer etc. all complete as per direction of EIC. for cat ladder, railing of stair & platform, walkway etc. a) from 24mtr. to 28mtr.
241	Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per direction of the EIC.
242	Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate )
243	(a) Priming one coat on timber or plaster surface with synthetic oil bound primer of approved quality includingsmoothening surfaces by sand papering etc.
244	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. inclding using of approved putty etc,. on the surface, if necessary :
245	(a) On timber or plastered surfaceWith super gloss (hi-gloss)
246	(ii) Two coat (any shade except white)
247	Provision for embossing the name and capacity of reservoir with 20mm.thick (3:1) raised sand cement plaster with letter size 30cm x 20cm. on the outside of shell wall of the reservoir painted complete as pr direction of EIC
248	Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts,rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any toolsand plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be ofTATA/GKW make) for :-
249	i)Outlet Pipe [ 250 mm dia D/F pipe]
250	ii) Inlet & OverflowPipe [ 150 mm dia D/F pipe]
251	iii)Washout Pipe [ 100 mm dia D/F pipe]
252	Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing specification and direction of EIC all complete.
253	i) Outlet Pipe [ 250 mm diaD/F pipe]
254	ii) Washout Pipe [ 100mm diaD/F pipe]
255	Hoisting, erection ,placing connecting with pipes and specials CIDFpipes,specials) securing with building specials providing stays, clamps as required including cost of staging platform for the work etc.all complete in all respects as per drawing and direction of EIC.
256	i)Outlet Pipe [ 250 mm dia D/F pipe]
257	ii) Inlet & OverflowPipe [ 150 mm dia D/F pipe]
258	iii)Washout Pipe [ 100 mm dia D/F pipe]
259	Laying of CIDF /D.I Pipes with specials,valves etc. in trenches including excavation in all sorts of soil, moorum, soft rock and refilling the trenches after laying & jointing of pipes etc. all complete as per specification and direction of EIC.
260	i)Outlet Pipe [ 250 mm dia D/F pipe]
261	ii) Inlet & OverflowPipe [ 150 mm dia D/F pipe]
262	iii)Washout Pipe [ 100 mm dia D/F pipe]
263	Fitting, fixing Duck foot bend including construction of cement concrete(4:2:1) base with approved grade stone chips and including excavation of earth & filling etc. all complete in all respect as per direction of EIC.
264	i) 250 mm dia.[Base size :300 mm x 300 mm x 450 mm deep]
265	ii)150 mm dia.[Base size :200 mm x 200 mm x 350 mm deep]
266	Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings.
267	(A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
268	N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout.
269	(B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision.
270	(C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision
271	(D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended
272	Supplying hoisting, fitting fixing approved type water level indicator with copper float, guide pulley, wire boards etc. as per standard specification and direction and satisfaction of EIC.
273	Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD).a) 5MT load bearing capacity round manhole cover parovided with two nos. lifter hook with machining frame of size 550mm x 65mm(cover) and 650mm x 125mm(frame) opening 470mm and WT. 90KG. approx.
274	Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as perdirection of EIC. . (if water is supplied by the Department rate shall be reduced as per prevailing departmental rate).
275	Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC.
276	Construction of masonry drain 300 mm X 250 mm inner section with 1st class 250 mm th. Brick work in cement mortar(1:4) over a layer of single brick flat soling , sand filling 100mm th. and 100 mm th. weak cement concrete(6:3:1) with graded stone ballast pakur variety (40mm size) including earth work in excavation , 15mm th. Cement plaster(4:1) and neat cement punning all rounding the drain etc. all complete as per approved design , drawing and direction of the Engineer in-charge. ( Ref. Deptt. Dwg) [Analysed Rate]
277	Supplying fitting and fixing door made with IRC febric mesh of 75mm x50mmx4.5mmx2.7mm on 50mm x 50mm x 6mm angle iron frames all round and one 37.5mm x 6mm M.S. flat bar over the netting all round welded to angle iron frame and providing locking arrangements if necessary and with two coats of synthetic enamel paint(Other than Hi-gloss) fitted and fixed with clamps or haskal doomney etc. complete at the lantern of R.C.C. over head reservoir. (PHE SOR,7/2019,Page-OH-14 ,ITem no-59)
278	Painting with ready mixed Black Japan of approved make and brandon roof domes includingsmoothening surfacei) Two coats (for top of roof)
279	Supply and delivery of CIDF Sluice vave (special type) PW-1.00 of different dia . Make with CI double flanged non rusting spindle sluice valves conforming to IS :14846-2000 with latest ammendment having body dome/ bonet and cover of CI Gr.-F.G 210mm spindle of IS-6603 GR.-12/ Gr.13 non magnetic ,nuts,seat rings are of gun metal as per IS:318 LBT-2 flanges and drilled to IS:1538, Part IV and VI valves are suitable for maximum working pressure of 10 kg/sq.cm.(Seat test) and body tested to 15 kg/sq.cm. N.B. The above items should be procured from the reputed manufacturers as per depttl. approved vendor list.
280	I) 250mm dia.
281	ii) 150mm dia.
282	iii) 100mm dia.
283	Construction of different dia. Sluice valve /Air valve/Wash out Chamber in different sizes for village road where light traffic run for main road as per departmental approved drawing with 25 cm. thick brick work (1:6) over cement concrete (4:2:1) over a single Brick Flat Soling over 150mm thick sand filling in foundation including earthwork in excavation and disposal of excess earth from worksite with RCC (1:1.5:3) cover slab 100mm/150mm thick on top of the chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour and materials as per depttl. drawing.
284	I) 250mm dia.
285	ii) 150mm dia.
286	iii) 100mm dia.
287	Horn gap lighting arrestors complete parts and pin insulators supplying, fitting and fixing all compiete as per direction of EIC.
288	(A)Earthing with 50mm dia. G.I. pipe 3.64mm thickx 3mtr.(10\"-0\"\") long and1:1x4SWG G.I.(Hot dip)wire 4mtr. Long 13mm dia.x80mm long G.I. bolts, double nuts,washer including S&F 15 nmm dia. G.I. pipe protection (1mtr.long) to be filled with bitumen partly below ground level to an ava. depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule. (ii) for Moorum soil b) by TATa Medium G.I.Pipe
289	(B) Extra for treatment of soil by salt and charcol coke for pipe electrode.
290	(C) Connecting the equipments to earth Bushbar including S&F G.I.( Hot Dip) wire of size as below on wall /floor with stables buried inside wall/floor as required and making connection to equipments with bolts,nuts,washer, cable lugs etc. as required and mending good damages as per IEE rule.i) N0 .8 SWG
291	Commissioning the R.C.C. overheareservoir by opening of all category of sluice valves, testing of hoisted pipe ,joints including repairing the leakages if detected, including making inter connections , flange jointing / lead jointing with the newly laid rising main and distribution main all complete as per direction of EIC.
292	Surface dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of rubbish within a lead upto 75m as directed.
293	Brickwork with 1st class brick in Cement mortar 1:6.In foundation and plinth.
294	125 mm thick brickwork with 1st class bricks in cement mortar (4:1) > In ground floor
295	a) M.S or W.I. Ornamental grill approved design joints continuously welded with M.S W.I Flats and bars of windows railing etc. fitted and fixed with bbnecessary screws and luge in ground floor.(Add extra @1% for each addl. Upto 4th floor and @1.25% for each addl. floor above 4th floor)
296	(i) Grill weighing above 10 Kg./sq.mtr and upto 16 Kg./sq. mtr.
297	(ii) Grill weighing above 16 Kg./sq.mtr and above
298	Part A-3 :-Construction of 5.40 mtr.X 3.60 mtr Switch Room cum chlorine room with Water Supply and sanitary arrangement at Head Work site.
299	Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading & stacking the spoil within a lead of 75m as directed. The item includes necessary trimming the sides of trenches. Levelling, dressing and ramming the bottom, bailing out of water as required complete.(a) Depth of excavation not exceeding 1500 mm.
300	Earthwork in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete.a) with earth obtainedfrom excavation of foundation.
301	Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating same by thorough saturation with water ramming complete. Including the cost of supply of sand.( Payment to bemade on measurment of finished quantity )
302	Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
303	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
304	Brick work with 1st class Bricksin sand cement Morter (6:1) including raking out joints scaffolding & curing etc. completed as directed by Engineer- in- Charge.a) In foundation and Plinth :
305	b) In Superstructure :
306	40 mm. thick damp proof course with cement concrete(1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat completed (cost of water proofing compound andnon toxic paint to be paid seperately) for underground water retaining structures.
307	Ordinary cement concrete ( mix 1:1.5:3 ) with graded stone chips ( nominal 20 mm size) excluding shuttering and reinforcement. If any, Variety
308	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m. i) Tor steel/Mild Steel. II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL
309	Hire charges for shuttring with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beam, columns, lintles curved or straight including fitting, fixing and striking out after completion of works.(In all floors).25mm to 30mm thick wooden shuttering as per decision and direction of Engineer-In-Charge.
310	125 mmthickBrick work of 1st class bricks with cement morter (1:4). a) in Superstructure.
311	Plaster to wall, floor etc with sand and cement morter (1:6) including rounding off or champhering corners as directed and racking out joints or roughing of concrete surface including throating, nosing and drip course where necessary (In all floors). a) With 6:1 cement morter.i) 15 mm thick plaster in Ground Floor.
312	b)With 6:1 cement morter.i) 20 mm thick plaster in Ground Floor. (Out side )
313	(C) With (4:1) Cement mortar.(i ) 10mm. Thick plaster
314	Neat cement punning in wall /dado, window sills, floor drains etc. in all floors about 1.5mm thick.
315	Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work).ii) With carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth.
316	Artificial stones in floor, dado, stair case etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed, with topping made with ordinary or white cement (as necessary) and murble dust in proportion (2:1) including smooth finishing and rouding off corners and including application of cement slurry before flooring works, using cement @1.75 kg./sq.m. all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement.a) 25mm. Thick.
317	Wood work in door & window frame fitted & fixed in position complete including a protective coat of painting at the contact surface of the frame.(h) Neem, Jam, Jackfruits. In Ground Floor:
318	Panel shutters of door & window as per design (each panel consisting of single plank without joint) including fitting & fixing the same in position but excluding the cost of other fittings in G.F. a) 35 mm thick shutter with 19 mm thick panel. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
319	Iron butt hinges of approved quality fitted and fixed with steel screws with I.S.I. Mark(oxidised fitting).(a) 100mm. X 50mm. X 1.25mm.
320	(b) 75mm. X 40mm. X 1.12mm.
321	Iron haspbolt of approved quality fitted and fixed complete (oxidised) with 16mm. Dia. rod with centre bolt and round fitting.(a) 300mm. Long.
322	Iron door ring of approved quality fitted and fixed with nut and washer complete.A) 50 mm dia
323	Iron door handle of approved quality fitted & fixed complete.(a) 100mm. X 5mm
324	Anodised aluminium barral/tower/socket bolt (full covered)of approved manufactured from extruded section conforming to I.S.I. specification (I.S.204/74) fitted & fixed with cadmium plated screws.(a)225mm.long x10mm. Dia. Bolt
325	(b)100mm. Longx 10mm. Dia. Bolt
326	M.S.clamp for fixing door, windows frame made of flat iron end bifarcated mixed in cement concrete with stone chips(1:2:4) fitted and fixed complete as per direction.(a)40mmx6mm. 200 mm length.
327	(b)40mmx6mm. 125 mm length.
328	Supplying anodised aluminium catch hook with eye fitted and fixed to shutter andchowkat complete of best quality:(i) 150mm long.
329	Supply fitting approved type ventilator in position after cutting holes in walls, setting in cement mortar, mending damages to wall & plaster & two coats of paint of approved brand sandshade, payment of mending two damages of wall plaster and painting to be made separately.a) R.C.C. Ventilator of 20 mmthick.i) upto 0.10 sqm. area.
330	Supplying, fitting, fixing cast iron soil pipe only conforming to I.S. 3989/1970 and I.S. 1729/1964 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, in necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete.a) With valamoid joints including sealing with sand cement mortar (4:1) upto quarter depth.i) 100 mm dia. (internal)
331	Supplying, fitting & fixing approved patent vent cowl I.C.I. conforming to I.S.S and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).i) 100 mm. dia.
332	Supplying, fitting & fixing Cast iron single branch equal with door conforming to I.S. 1729/2002 including joining and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).a) with valmoid joints including sealing the top with cementmortared (4:1).i) 100 mm. dia.
333	Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories, specials viz. socket, bend, tee,union, cross, elbow, nipple, short piece etc. including cost of all materials, jointing materials, cuttiang pipes, making threads, cutting trenches upto 1.5 metre above ground in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. i) 15 mm dia. medium quality
334	Supplying, fittings and fixing bib cock or stop cock. i) Polythine Bib Cock/ Stop Cock withPlaster inlet (EMCO/ATLAS or Equivalent) (15 mm)
335	Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). i) 15 mm dia.
336	Supplying, fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia i) 600 mm long.
337	Supplying, fitting and fixing approved brand 32 mm dia. P.V.C. waste pipe with PVC coupling at one end fitted with necessary clamps.i) 1050 mm long.
338	Supplying , fitting and fixing C.I. holder bat clamp including cutting holes in wall etc. and mending good all damages in cement concrete with jhama chips (4:2:1) and cement plaster (6:1) to match and curing complete in all repect .i) 15 mm.
339	Supplying fitting & fixing UPVC Pipes A - Type and fittings conforming to IS : 13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-Seal etc.) complete.
340	a) UPVC Pipe.i) 110 mm dia.
341	B) SHOEi) 110 mm dia.
342	Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied, fitted and fixed in position complete excluding \"P\" or \"S\" trap (excluding cost of concrete for fixing).i) 580 mm x 440 mm.
343	Supplying, Fitting and Fixing cast iron \"P\" or \"S\" trap conformingto I.S.3989/1970 and 1729/1964 including lead caulkedjoints and painting two coats to the exposed the surfaceA) \"P\" Trap. i) 100 mm dia.
344	Constuction of Septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (4:1) including two 560 mm dia. R.C.C. manhole cover of approved make supplied. Fitted and fixed in the top slab with necessary fittings. 19 mm thick cement plaster (4:1) with neat cement finish to the internal surface and 12 mm thick cement plaster (4:1) to outside wall upto 200 mm below G. L. Floor finished with 25 mm thick grey artificial stone including supplying, fitting and fixing all necessary specials, fitting, S.W. tees, C.I. foot rest etc. including excavating earth in all sorts of soil, shoring, bailing and pumping out water as necessary, ramming, dressing the bed and refilling the sides of the tank with earth, removing spoils, filling, up the chamber with clear water, removing foreign, materials from the chamber and including, constructing, attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc.with internal plaster work and artificial stone flooring to be done with admixture of water proofing by cement,complete in all respect as per direction of E.I.C.I) For 10 users.i) With Pakur variety. (JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL)
345	Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork inexcavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety. (JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL)
346	Construction of circular soak pit 2.5 m deep in all types of sandy soils with dry brick work upto 1.6 m from the bottom having 150 mm intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.90 m from top with 19 mm thick cement plastering (4:1) to inside face upto the depth of cement brick work, 12 mm thick cement plaster (4:1) on outer face from top of the well upto G.L. and 6 mm thck cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1 m of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the cover slab with necessary fitting making necessary, arrangements for pipe conections, excavation of well including shoring, dewatering and removing the excess earth from the premises as per direction complete in all respect with all costs of labour and materials.a) With 250 mm thick dry brick work and 250 mm thick cement brick work (6:1) and 1 m inside dia. (JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL)
347	Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.i) 470 mm X 280 mm X 340 mm.
348	Supplying, fitting and fixing 10 litre P.V.C. low -down cistern conforming to I.S. Specification with P.V.C. fittings complete , C.I. Brackets including two coats of painting to bracket etc.
349	Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm x 75 mm wooden blocks. C.P. waste fitting of 32 mm. dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia, 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.i) 450 mm x 300 mm size.
350	Suplying P.V.C. water storage tank of approved quality with closed top with lid. (Black) - Multilayer.a) 1000 litre capacity
351	Labour for hoisting P.V.C. water storage tank.i) Upto 1500 litre capacity.a) Upto 1st storey from G.L.
352	M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 Kg./sq.mtr and above
353	White washing with stone lime only including cleaning smoothly surface throughly.(a) Three coats.
354	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. In Ground Floor:a) One Coat.
355	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat).a) Normal Acrylic Emulsion.
356	(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
357	b)Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
358	Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :With super gloss (hi-gloss)a) on Timber or plastersurface. Two coats ( with any shade except white).
359	b) on steel or other metal surface.iv) Two coats ( with any shade except white).
360	Supplying fitting and fixing in position approved P.V.C. door frame (matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50 mm x 2mm ( 0.2mm). Horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges one steel tube 40 mm x 20 mm x1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement the frame will then be fixed in the opening with the help of P.V.C. expandable fastner wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials taxes and all other incidental charges complete.(at Gr Floor)
361	Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor
362	Part A- :-Construction of 3.60 mtr.X 3.00 mtr Switch Room cum chlorine room with Water Supply and sanitary arrangement at Head Work site.
363	Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading & stacking the spoil within a lead of 75m as directed. The item includes necessary trimming the sides of trenches. Levelling, dressing and ramming the bottom, bailing out of water as required complete.(a) Depth of excavation not exceeding 1500 mm.
364	Earthwork in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete.a) with earth obtainedfrom excavation of foundation.
365	Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating same by thorough saturation with water ramming complete. Including the cost of supply of sand.( Payment to bemade on measurment of finished quantity )
366	Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
367	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
368	Brick work with 1st class Bricksin sand cement Morter (6:1) including raking out joints scaffolding & curing etc. completed as directed by Engineer- in- Charge.a) In foundation and Plinth :
369	b) In Superstructure :
370	40 mm. thick damp proof course with cement concrete(1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat completed (cost of water proofing compound andnon toxic paint to be paid seperately) for underground water retaining structures.
371	Ordinary cement concrete ( mix 1:1.5:3 ) with graded stone chips ( nominal 20 mm size) excluding shuttering and reinforcement. If any, Variety
372	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m. i) Tor steel/Mild Steel. II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL
373	Hire charges for shuttring with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beam, columns, lintles curved or straight including fitting, fixing and striking out after completion of works.(In all floors).25mm to 30mm thick wooden shuttering as per decision and direction of Engineer-In-Charge.
374	125 mmthickBrick work of 1st class bricks with cement morter (1:4). a) in Superstructure.
375	Plaster to wall, floor etc with sand and cement morter (1:6) including rounding off or champhering corners as directed and racking out joints or roughing of concrete surface including throating, nosing and drip course where necessary (In all floors). a) With 6:1 cement morter.i) 15 mm thick plaster in Ground Floor.
376	b)With 6:1 cement morter.i) 20 mm thick plaster in Ground Floor. (Out side )
377	(C) With (4:1) Cement mortar.(i ) 10mm. Thick plaster
378	Neat cement punning in wall /dado, window sills, floor drains etc. in all floors about 1.5mm thick.
379	Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work).ii) With carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth.
380	Artificial stones in floor, dado, stair case etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed, with topping made with ordinary or white cement (as necessary) and murble dust in proportion (2:1) including smooth finishing and rouding off corners and including application of cement slurry before flooring works, using cement @1.75 kg./sq.m. all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement.a) 25mm. Thick.
381	Wood work in door & window frame fitted & fixed in position complete including a protective coat of painting at the contact surface of the frame.(h) Neem, Jam, Jackfruits. In Ground Floor:
382	Panel shutters of door & window as per design (each panel consisting of single plank without joint) including fitting & fixing the same in position but excluding the cost of other fittings in G.F. a) 35 mm thick shutter with 19 mm thick panel. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
383	Iron butt hinges of approved quality fitted and fixed with steel screws with I.S.I. Mark(oxidised fitting).(a) 100mm. X 50mm. X 1.25mm.
384	(b) 75mm. X 40mm. X 1.12mm.
385	Iron haspbolt of approved quality fitted and fixed complete (oxidised) with 16mm. Dia. rod with centre bolt and round fitting.(a) 300mm. Long.
386	Iron door ring of approved quality fitted and fixed with nut and washer complete.A) 50 mm dia
387	Iron door handle of approved quality fitted & fixed complete.(a) 100mm. X 5mm
388	Anodised aluminium barral/tower/socket bolt (full covered)of approved manufactured from extruded section conforming to I.S.I. specification (I.S.204/74) fitted & fixed with cadmium plated screws.(a)225mm.long x10mm. Dia. Bolt
389	(b)100mm. Longx 10mm. Dia. Bolt
390	M.S.clamp for fixing door, windows frame made of flat iron end bifarcated mixed in cement concrete with stone chips(1:2:4) fitted and fixed complete as per direction.(a)40mmx6mm. 200 mm length.
391	(b)40mmx6mm. 125 mm length.
392	Supplying anodised aluminium catch hook with eye fitted and fixed to shutter andchowkat complete of best quality:(i) 150mm long.
393	Supply fitting approved type ventilator in position after cutting holes in walls, setting in cement mortar, mending damages to wall & plaster & two coats of paint of approved brand sandshade, payment of mending two damages of wall plaster and painting to be made separately.a) R.C.C. Ventilator of 20 mmthick.i) upto 0.10 sqm. area.
394	Supplying, fitting, fixing cast iron soil pipe only conforming to I.S. 3989/1970 and I.S. 1729/1964 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, in necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete.a) With valamoid joints including sealing with sand cement mortar (4:1) upto quarter depth.i) 100 mm dia. (internal)
395	Supplying, fitting & fixing approved patent vent cowl I.C.I. conforming to I.S.S and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).i) 100 mm. dia.
396	Supplying, fitting & fixing Cast iron single branch equal with door conforming to I.S. 1729/2002 including joining and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).a) with valmoid joints including sealing the top with cementmortared (4:1).i) 100 mm. dia.
397	Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories, specials viz. socket, bend, tee,union, cross, elbow, nipple, short piece etc. including cost of all materials, jointing materials, cuttiang pipes, making threads, cutting trenches upto 1.5 metre above ground in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. i) 15 mm dia. medium quality
398	Supplying, fittings and fixing bib cock or stop cock. i) Polythine Bib Cock/ Stop Cock withPlaster inlet (EMCO/ATLAS or Equivalent) (15 mm)
399	Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). i) 15 mm dia.
400	Supplying, fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia i) 600 mm long.
401	Supplying, fitting and fixing approved brand 32 mm dia. P.V.C. waste pipe with PVC coupling at one end fitted with necessary clamps.i) 1050 mm long.
402	Supplying , fitting and fixing C.I. holder bat clamp including cutting holes in wall etc. and mending good all damages in cement concrete with jhama chips (4:2:1) and cement plaster (6:1) to match and curing complete in all repect .i) 15 mm.
403	Supplying fitting & fixing UPVC Pipes A - Type and fittings conforming to IS : 13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-Seal etc.) complete.
404	a) UPVC Pipe.i) 110 mm dia.
405	B) SHOEi) 110 mm dia.
406	Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied, fitted and fixed in position complete excluding \"P\" or \"S\" trap (excluding cost of concrete for fixing).i) 580 mm x 440 mm.
407	Supplying, Fitting and Fixing cast iron \"P\" or \"S\" trap conformingto I.S.3989/1970 and 1729/1964 including lead caulkedjoints and painting two coats to the exposed the surfaceA) \"P\" Trap. i) 100 mm dia.
408	Constuction of Septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (4:1) including two 560 mm dia. R.C.C. manhole cover of approved make supplied. Fitted and fixed in the top slab with necessary fittings. 19 mm thick cement plaster (4:1) with neat cement finish to the internal surface and 12 mm thick cement plaster (4:1) to outside wall upto 200 mm below G. L. Floor finished with 25 mm thick grey artificial stone including supplying, fitting and fixing all necessary specials, fitting, S.W. tees, C.I. foot rest etc. including excavating earth in all sorts of soil, shoring, bailing and pumping out water as necessary, ramming, dressing the bed and refilling the sides of the tank with earth, removing spoils, filling, up the chamber with clear water, removing foreign, materials from the chamber and including, constructing, attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc.with internal plaster work and artificial stone flooring to be done with admixture of water proofing by cement,complete in all respect as per direction of E.I.C.I) For 10 users.i) With Pakur variety. (JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL)
409	Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork inexcavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety. (JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL)
410	Construction of circular soak pit 2.5 m deep in all types of sandy soils with dry brick work upto 1.6 m from the bottom having 150 mm intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.90 m from top with 19 mm thick cement plastering (4:1) to inside face upto the depth of cement brick work, 12 mm thick cement plaster (4:1) on outer face from top of the well upto G.L. and 6 mm thck cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1 m of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the cover slab with necessary fitting making necessary, arrangements for pipe conections, excavation of well including shoring, dewatering and removing the excess earth from the premises as per direction complete in all respect with all costs of labour and materials.a) With 250 mm thick dry brick work and 250 mm thick cement brick work (6:1) and 1 m inside dia. (JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL)
411	Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.i) 470 mm X 280 mm X 340 mm.
412	Supplying, fitting and fixing 10 litre P.V.C. low -down cistern conforming to I.S. Specification with P.V.C. fittings complete , C.I. Brackets including two coats of painting to bracket etc.
413	Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm x 75 mm wooden blocks. C.P. waste fitting of 32 mm. dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia, 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.i) 450 mm x 300 mm size.
414	Suplying P.V.C. water storage tank of approved quality with closed top with lid. (Black) - Multilayer.a) 1000 litre capacity
415	Labour for hoisting P.V.C. water storage tank.i) Upto 1500 litre capacity.a) Upto 1st storey from G.L.
416	M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 Kg./sq.mtr and above
417	White washing with stone lime only including cleaning smoothly surface throughly.(a) Three coats.
418	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. In Ground Floor:a) One Coat.
419	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat).a) Normal Acrylic Emulsion.
420	(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
421	b)Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
422	Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :With super gloss (hi-gloss)a) on Timber or plastersurface. Two coats ( with any shade except white).
423	b) on steel or other metal surface.iv) Two coats ( with any shade except white).
424	Supplying fitting and fixing in position approved P.V.C. door frame (matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50 mm x 2mm ( 0.2mm). Horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges one steel tube 40 mm x 20 mm x1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement the frame will then be fixed in the opening with the help of P.V.C. expandable fastner wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials taxes and all other incidental charges complete.(at Gr Floor)
425	Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor
426	Part A :- Construction of Boundary Wall Head Work Site & 2nd Tube Well Site.
427	Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading & stacking the spoil within a lead of 75m as directed. The item includes necessary trimming the sides of trenches. Levelling, dressing and ramming the bottom, bailing out of water as required complete.(a) Depth of excavation not exceeding 1500 mm.
428	Earth work in filling in foundation trenches or plinth with good earth. in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be made on the basis of mesurement of finished quantity of work) : (a) With earth obtained from excavation of fundation
429	Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work).b)With carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth.
430	Filling in foundation or plinth by fine sand in layers not exceeding 150mm as directed and consolidating same by thorough saturation with water ramming complete. Including the cost of supply of sand.( Payment to bemade on measurment of finished quantity )
431	Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
432	Hire charges for shuttring with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beam, columns, lintles curved or straight including fitting, fixing and striking out after completion of works.(In all floors): 25mm to 30mm thick wooden shuttering as per decision and direction of Engineer-In-Charge.a) 25mm to 30mm thick wooden shuttering without staging in foundation.
433	Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]. (a) 1:3:6 proportion
434	Ordinary cement concrete ( mix 1:1.5:3 ) with graded stone chips ( nominal 20 mm size) excluding shuttering and reinforcement. If any, : Pakur Variety. (Rate Analysis)
435	Reinforcement for reinforced work in all sorts of structures including distribution bars, stirrups, binders etc intial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inersection, complete as per drawing and direction.(Rate Analysis).(i) JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steeel.: For works in foundation, basement and upto roof of ground floor upto 4mtr.
436	Brickwork with 1st class brick in Cement mortar 1:6.In foundation and plinth.
437	125 mm thick brickwork with 1st class bricks in cement mortar (4:1) : In ground floor
438	Plaster to wall, floor etc with sand and cement morter (1:6) including rounding off or champhering corners as directed and racking out joints or roughing of concrete surface including throating, nosing and drip course where necessary (In all floors). b)With 6:1 cement morter. (i) 20 mm thick plaster in Ground Floor.
439	Neat cement punning in wall /dado, window sills, floor drains etc. in all floors about 1.5mm thick.
440	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. In Ground Floor:a) One Coat.
441	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)
442	M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above.
443	Extra for work in grill gate: For hanging and locking arrangements including supply of materials and labour complete.
444	Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
445	Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :With super gloss (hi-gloss)iv) Two coats ( with any shade except white).
446	Part A-10: Approach Road and Land Development of Head Work & 2nd TW Site
447	Box cutting or filling in Road embankment in all sorts of soil including spreading the soils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.: Depth up to 150 mm.
448	Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
449	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
450	Hire charges for shuttring with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beam, columns, lintles curved or straight including fitting, fixing and striking out after completion of works.(In all floors): 25mm to 30mm thick wooden shuttering as per decision and direction of Engineer-In-Charge.a) 25mm to 30mm thick wooden shuttering without staging in foundation.
451	Ordinary cement concrete ( mix 1:1.5:3 ) with graded stone chips ( nominal 20 mm size) excluding shuttering and reinforcement. If any, : Pakur Variety. (Rate Analysis)
452	Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work).With carried earth arranged by the contractor within a radius of 3 km. Including cost of carried earth.
453	Add Includng GST @18%
454	Add Includng CESS @1%

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Tender For Implementation Of Satmara Zone Of Ratua-Ii Block Under Surface Based Water Supply Scheme Of Ratua-I, Ii & Chanchal-Ii Block Under Malda Division, Phe Dte, Govt. Of West Bengal, Malda-West Bengal

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Tender For Implementation Of Satmara Zone Of Ratua-Ii Block Under Surface Based Water Supply Scheme Of Ratua-I, Ii & Chanchal-Ii Block Under Malda Division, Phe Dte, Govt. Of West Bengal, Malda-West Bengal

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