Public Health Items: 1

Public Health Items: 1

Sl. No.	Description	Unit	SoR for 2020-21
1	2	3	4
1	RATES OF LABOUR (SKILLED WORKMEN)
	1. Caulker	Per Day	As per Labor rates of SoR
	2. Plumber 1st Class	Per Day
	3. Plumber 2nd Class	Per Day
	4. Sewer Cleaner	Per Day
	5. Well Sinker	Per Day
	6. Pipe line Fitter 1st Class	Per Day
	7. Pipe line Fitter 2nd Class	Per Day
	8. Pump Operator	Per Day
	9. Bore Mechanic	Per Day
	10. Light Vehicle Driver	Per Day
	Note: The rate at relevant item in common SoR is applicable for occasional employment.
2	RATES FOR EARTH WORK :
a.	Earth work excavation in all types soils for pipe lines, for drainage and water supply, where the depth is more than 1.5 times the width.		To follow the relevant items of Irrigation work items as per AP. Standard data
b.	Earth work excavation in all types soils for pipe lines, for drainage and water supply, where the depth is less than 1.5 times the width.
c.	Earth work excavation in all types soils for open trenches, for valve pits, inspection chambers, etc.
3. a.	Excavation of pipe line trenches for drainage and water supply in rock requiring blasting with initial lead and lift including cost of blasting materials where the depth is more than 1.5 times the width, in places where there is no habitation.
b.	Excavation of pipe line trenches for drainage and water supply in rock requiring blasting with initial lead and lift including cost of blasting materials where the depth is less than 1.5 times the width, in places where there is no habitation.
c.	Cutting rock for pipe line trenches by hammers, knuckles and chisels including stacking where the depth is 1.5 times or more than the width.
d.	Cutting rock for pipe line trenches by hammers, knuckles and chisels including stacking where the depth is less than 1.5 times the width.
e.	Cutting rock for works other than pipe lines trenches by hammers, knuckles and chisels including stacking.
f.	For controlled blasting at restricted places
	NOTE: - Rock should be measured in solids. In case it is not possible, stacks should be made in which case 40% for voids to be deducted from the stack measurements.
4	Loading or unloading materials such as C.I. Pipes, PVC Pipes, AC Pressure Pipes, DI Pipes, SW Pipes, PVC Pipes, A.C/Specials less than 300 mm dia. Up to 4 m in length including stacking.
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne	To follow as per AP. Standard data
b.	A.C. Pipes & Specials	Per Tonne
c.	Stoneware pipes & Specials	Per Tonne
d.	P.V.C. Pipes and fittings	Per Tonne
5	Loading or unloading materials such as C.I. Pipes, DI pipes, SW pipes, AC pressure pipes & fittings/ specials from 300 mm to 600 mm dia. Up to 4 m in length including stacking.
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne	To follow as per AP. Standard data
b.	A.C. Pipes & Specials	Per Tonne	To follow as per AP. Standard data
c.	Stoneware pipes & Specials	Per Tonne
6	Loading or unloading materials such as C.I. Pipes, DI pipes, PVC pipes, AC pipes less than 300 mm dia., above 4 m in length including stacking.
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne	To follow as per AP. Standard data
b.	A.C. Pipes & Specials	Per Tonne
c.	P.V.C. Pipes and fittings	Per Tonne
7	Loading or unloading materials such as C.I. Pipes, DI pipes, AC pipes from 300 mm to 600 mm above 4 m in length including stacking.		To follow as per AP. Standard data
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne
b.	A.C. Pipes & Specials	Per Tonne
	Note:- For loading and unloading the above materials at Railway Stations, the rates may be adopted based on the competitive quotations or the hummable charges if prevailing.
8. a.	Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994)		To follow as per AP. Standard data
	Diameter of Pipe/Fittings in mm :
	80mm to 1000mm dia.	Per Meter
8. b.	Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994)
	DIAMETER OF PIPE/Fittings in mm :		To follow as per AP. Standard data
	80mm to 750mm dia.		To follow as per AP. Standard data
	800	Per Meter	LAB-00587	624
	900	Per Meter	LAB-00588	811
	1000	Per Meter	LAB-00589	1054
	1100	Per Meter	LAB-00590	1298
	1200	Per Meter	LAB-00591	1543
9. a.	Jointing CI /DI pipes & fittings with s/s ends including cost of pig lead, Spun yarn and sundries such as cost of fuel for melting lead, filling with water with lead up to 500m and testing to required pressure complete. (Reference to specifications. BIS No.3114/94/12288:1997)
	DIAMETER OF PIPE/Fittings in mm :		To follow as per AP. Standard data
	80mm to 800mm		To follow as per AP. Standard data
	900	Each Joint	LAB-00592	16304
	1000	Each Joint	LAB-00593	18215
	1100	Each Joint	LAB-00594	20123
	1200	Each Joint	LAB-00595	22033
9. b.	Jointing C.I., D.I. pipes and fittings with rubber gasket (push- on-joint),excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete (Reference to specifications IS
	3114/1994/12888/1997)		To follow as per AP. Standard data
	Diameter of Pipe/Fittings in mm :
	80mm to 1000mm dia.	Each Joint
10	Jointing CI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.)
	DIAMETER OF PIPE/Fittings/ valve in mm :
	80mm to 750mm dia.	Each Joint	To follow as per AP. Standard data
	800	Each Joint	LAB-00596	6836
	900	Each Joint	LAB-00597	8040
	1000	Each Joint	LAB-00598	9259
	1100	Each Joint	LAB-00599	10508
	1200	Each Joint	LAB-00600	11802
11a	Lowering the RCC plain ended pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead up to 500 Meters excluding cost of rubber rings as per BIS No.783/85.
11a	per every 25 mm dia.	Per Meter	LAB-00601	24
11b	Lowering the RCC S/S pipes carefully into the readymade trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead up to 500 meters including cost of rubber rings as
	per BIS No. 783/1985
	per every 25 mm dia.	Per Meter
	80mm to 600mm		To follow as per AP. Standard data
	700		LAB-00602	377
	800		LAB-00603	453
	900		LAB-00604	543
	1000		LAB-00605	651
12	Lowering and Jointing G.I. pipes and specials / fittings including excavation of trench of 0.5m width and 0.50 m depth in all soils except rock requiring blasting and refilling trenches after laying and jointing pipes and also including cost of jointing materials but excluding the cost of pipes. Reference to specifications. BIS No.783/85
a	G.I. Pipes :Dia. in mm		To follow as per AP. Standard data
	15mm to 150mm	Per Meter	To follow as per AP. Standard data
12- b	Laying, jointing of PVC/HDPE pipes as per BIS No.7634 part- III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes including trench excavation and refilling.
	DIA in mm
	50	Per Meter	LAB-00606	38
	40	Per Meter	LAB-00607	38
	32	Per Meter	LAB-00608	38
	25	Per Meter	LAB-00609	35
	20	Per Meter	LAB-00610	33
	NOTE: - (i) The above rates are applicable for the works in District only.
	(ii) If the depth of excavation is more than 0.5 m separate rates to be worked out.
13	Lowering and laying in readymade trench true to alignment and gradient, jointing,
	and testing of Stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72)
	Dia. of Pipes in mm		To follow as per AP. Standard data
	100mm to 450mm	Per Meter	To follow as per AP. Standard data
14	Lowering, Laying, Jointing and Testing to hydraulic test pressure including cost of water with minimum water lead of 500m for UPVC pressure pipes in readymade trenches to alignment and gradient including all sundries but excluding cost & conveyance of pipes from source of supply and jointing material as per BIS No: 7634 part-III-1975.
	Dia. Of pipe	Per Meter	To follow as per AP. Standard data
	63 to 315mm	Per Meter	To follow as per AP. Standard data
15	Laying and jointing of HDPE pipes by butt fusion welding as per IS: 7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure.
	Outer Dia. of pipes in MM
	63 to 355 mm dia.		To follow as per AP. Standard data
	400		LAB-00611	268
	450		LAB-00612	296
16	Lowering, keeping in position and fixing D.I. sluice valves (with cap / with hand wheel & Reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces
	Dia. of Valve in mm.		To follow as per AP. Standard data
	80mm to 600mm	Each	To follow as per AP. Standard data
17	Labor charges for fixing Air valves including boring the
	mains and threading the bore fixing nipple etc., complete.
	Dia. of Air valve in mm.
	25	Each	To follow as per A.P. Standard data
	40	Each	To follow as per A.P. Standard data
	50	Each	LAB-00613	195
	65	Each	LAB-00614	207
	80	Each	LAB-00615	224
	100	Each	LAB-00616	266
	125	Each	LAB-00617	414
	150	Each	LAB-00618	453
18	Labor charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete.
	Dia. of Air valve in mm.
	25	Each	LAB-00619	184
	40	Each	LAB-00620	208
	50(Double Air valves)	Each	LAB-00621	221
	65	Each	LAB-00622	237
	80	Each	LAB-00623	259
	100	Each	LAB-00624	301
	125	Each	LAB-00625	471
	150	Each	LAB-00626	516
19	Uprooting C.I. / DI Pipes by melting the lead, loosening the joints, scraping the pipes, hoisting and keeping within a lead of 10 m but excluding earth work excavation and refilling.
	80mm to 600mm	Per Meter	To follow as per AP. Standard data
20	Uprooting of RCC pipes including breaking the collars, loosening the joint, separating the pipes, hoisting and keeping within a lead of 10 m but excluding earthwork excavation and refilling.
	100mm to 300mm	Per Meter	To follow as per AP. Standard data
21	Removing old G.I. pipes and specials / fittings and cleaning, scraping the pipes, hoisting and
	keeping within 50m lead but excluding earth work excavation of trenches and refilling.
	Dia. of Pipes in mm
	15mm to 50mm	Per Meter	To follow as per AP. Standard data
22	Cutting C.I./ DI Pipes without water in mains Dia. of pipes in mm.
	Dia. of Pipes in mm
	80mm to 600mm	Each cut	To follow as per AP. Standard data
	680	Each cut	LAB-00627	572
	700	Each cut	LAB-00628	587
	750	Each cut	LAB-00629	633
	800	Each cut	LAB-00630	673
	900	Each cut	LAB-00631	756
	1000	Each cut	LAB-00632	840
	1100	Each cut	LAB-00633	926
	1200	Each cut	LAB-00634	1010
23	Cutting A.C. Pipes without water in mains Dia. of pipes in mm.
	Dia. of Pipes in mm
	80	Each cut	LAB-00635	37
	100	Each cut	LAB-00636	37
	125	Each cut	LAB-00637	37
	150	Each cut	LAB-00638	37
	200	Each cut	LAB-00639	39
	250	Each cut	LAB-00640	64
	300	Each cut	LAB-00641	64
	350	Each cut	LAB-00642	79
	400	Each cut	LAB-00643	87
	450	Each cut	LAB-00644	108
	500	Each cut	LAB-00645	120
	600	Each cut	LAB-00646	132
24	Drilling and tapping CI/ DI / GI Main and fixing brass screw down ferrule and plug.
	10 mm to 20mm	Each Tapping	To follow as per AP. Standard data
	25 mm to 40mm	Each Tapping	To follow as per AP. Standard data
25	Cutting road surface including stacking of excavated materials for pipe line trench work.
	a) Cutting open B.T. road surface (as well as asphalt concrete up to	10 Sqm	LAB-00647	794
	75 mm thick) including water bound macadam
	b) Cutting open C.C. road surface with concrete saw cutter and removal with Breaker	1 Cum	LAB-00648	2424
	c) Cutting open water bound macadam road including soiling	1 Cum	LAB-00649	270
26	Bailing out water.(For PH item)
	a) Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper up to 5HP capacity pumps.	HP/Hour	LAB-00650	To adopt the rate arrived for 5HP capacity pump based on the WR department data.
	b) Bailing out water from the pipe line trenches with Electric Driven pump set including hire charges, current charges and wages for Driver and Helper up to 5HP capacity pumps.	HP/Hour	LAB-00651	To adopt the rate arrived for 5HP capacity pump based on the WR department data.
	c) For capacity of Pumps more than 5HP
	A. Water lifting charges using Electrical driven pump
	i. per HP hr rate(including contractors profit and overhead charges of 13.615%	Per HP hr	LAB-00652	Rs.10.24/-
	ii. Other expenses in terms of Mazdoor, pump operator and pipe laying and dismantling(including contractors profit and overhead charges of 13.615%) per hr	Per hr	LAB-00653	Rs.166.78/-
	Total hire charges of Electrically driven dewatering pump per hour	Per hr	= (10.24xhp capacity) +166.78
	B. Water lifting charges using Diesel driven pump
	i. per hphr rate(including contractors profit and overhead charges of 13.615%	Per hphr	LAB-00655	Rs.25.51/-
	ii. Other expenses in terms of Mazdoor, pump operator and	Per hr	LAB-00656	Rs.201.55/-
	pipe laying and dismantling(including contractors profit and overhead charges of 13.615%) per hr
	Total hire charges of Diesel driven dewatering pump per hour	Per hr	= (25.51xhp capacity)+201.55
	NOTE:- The rate is payable on the total H.P. hours ignoring fractions less than 0.5 HP hour and rounding off 0.5 HP hour or more to the next higher integer.
27	Shoring and strutting of trenches for water and sewer main
	a) Single Staging from (0 to 2.5 Mts.)	1 Sqm of Shoring area	To follow as per AP. Standard data
	b) Double staging from (2.5 m to 4.5 Mts.)	1 Sqm of Shoring area	To follow as per AP. Standard data
28	Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches.	1 RMT	To follow as per AP. Standard data
29	Excavation of trenches for infiltration galleries, siphon lines and connecting mains in all soils under water including all leads, lifts, shoring, strutting, bailing out water and removal of shoring and strutting materials, after completion of pipe line work.
	a) 0 to 1 m deep under water.	10 Cum	LAB-00658	13223
	b) 1 to 2 m deep under water.	10 Cum	LAB-00659	18941
	c) 2 to 5 m deep under water.	10 Cum	LAB-00660	28429
	d) Beyond 5 m deep under water for every additional 1 m depth over item 'c'	10 Cum	LAB-00661	5431
	NOTE:- The above rates do not include rock requiring blasting or chiseling
30	Laying and jointing perforated RCC pipes inclusive of bailing out water and jointing with cement fillets and all other incidental charges for infiltration gallery inclusive of bailing out water by pumping to keep the trench reasonably dry to facilitate the work excluding cost of perforated pipes and collars.	Per Meter	LAB-00662	41.20
	Per every 25 mm dia.
31	Centering and scaffolding charges for RCC members
	including all materials and labor charges for forming and dismantling.
a)	for RCC Elevated Service Reservoir of staging up to 15 Meter below L W L.	One Sqm of Centering area
	1) Slabs for thickness (150 mm to 300 mm)		LAB-00663	4028
	2) Slabs for thickness above 300 mm		LAB-00664	extra for every 50mm thickness increase Rs.473/-
	3) Side walls curved surfaces. (rate is for both sides centering)		LAB-00665	3044
	4) Side wall straight surfaces. (rate is for both sides centering)		LAB-00666	2708
	5) Dome.		LAB-00667	3300
	6) Roof Slab.		LAB-00668	1846
	7) Column braces and beams		LAB-00669	1359
	8) Circular braces, ring beams & circular column.		LAB-00670	1491
	Note: - For RCC ELSR of staging above 15 m, the % increase in these rates shall be as follows. 15-18 m 9% 18-21m 15% 21-24 m 21% 24 m -27m --27% above27m 30%
	Note: The Centering charges for item No’s.3 & 4 are for both the faces of the respective numbers. The measurement of centering charges shall be in “Sqm” for one face only and the centering charges given are for two faces of centering.
b)	For Ground level works :-
	1) Slabs	1 Sqm	To follow as per AP. Standard data
	2) Beams & Lintels	1 Cum
	3) Sun shades	1 Sqm
	4-a) RCC vertical walls of plane surface (rate is for both sides centering) including open drains	1 Sqm of centering area	LAB-00671	1000/Sqm
	4-b) VCC vertical walls of plane surface (rate is for both sides centering) including open drains	1 Sqm of centering area	LAB-00672	980/ Sqm
	5) RCC vertical walls of circular faces (rate is for both sides centering)	1 Sqm of centering area	LAB-00673	1270/ Sqm
	Note: The Centering charges for item No’s 4 & 5 are for both the faces of the
	respective numbers. The measurement of centering charges shall be in “Sqm” for one face only and the centering charges given are for two faces of centering.
32	Lift or delift of materials :
	a) Lifting of cement concrete for RCC elevated reservoir. For every 1m height or part thereof over the initial lift of 3 m	1 Cum	LAB-00674	161
	b) Delifting the materials such as stones, concrete etc., for concrete below ground level for construction of masonry ground level reservoirs, construction of ground level reservoirs, inspection wells, test wells and sump wells etc., for every 1 m depth or part there of beyond the initial depth of 3 meters from ground level.	1 Cum	LAB-00675	50
39 (a)	Extra allowance for isolated scattered works viz., valve pits / chambers, public fountains, meter pits and manholes, delivery cistern etc., complete.	Each		30% extra over the cost of chamber.
(b)	Repairs to the existing mains, interconnections, replacement of valves/specials etc., including the cutting, jointing, bailing out of water, drying, earth work excavation etc., complete.			100% extra over the cost of work
40	Removal of wet silt and sludge by manual means from sullage drains with aid of baskets and vessels.	10 Cum	LAB-00676	2734
41	Well sinking in sandy and other loose soils under water either by manual labor, divers, or dredgers, weighting the top of staining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc.,
	Up to 2 m below GL/m	Per meter	To adopt as per Standard data
	From 2 to 4 m below GL/m	Per meter
	From 4 to 6 m below GL/m	Per meter
	From 6 to 8 m below GL/m	Per meter
	From 8 to 10 m below GL/m	Per meter
42	Sinking in Hard strata other than rock but in soils like limestone, gravel, clay under water including, pumping dewatering, hire charges for mechanical equipment etc., complete.		Observed Data
43	Rates for OHSRs/ELSRs including fixtures with a staging of 15 m, without Seismic analysis.
a	500 Kilo liters	Per liter	LAB-00677	19.11
b	1000 Kilo liters	Per liter	LAB-00678	15.88
c	1500 Kilo liters	Per liter	LAB-00679	14.31
d	2000 Kilo liters	Per liter	LAB-00680	12.46
e	2500 Kilo liters	Per liter	LAB-00681	11.68
	1) The above rates are arrived with base rate of Cement Rs.3672/- per MT (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) & Steel Rs 39000/- per MT(Fe 500) (BoCE rates for the month of February-2020) and as per sand rates finalized by the BoCE’s & communicated vide Lr. No .ENC/IW/SE(P&M)/EE.1/DEE.2/AEE(K)/SoR 2019-20/VOL-4 Dt:25-10-2019.
	2) All concrete components shall be designed with M30 Design Mix proportion.
	3) For intermediate capacities proportional rates shall be adopted.
	4) The foundations shall be designed for Annular Raft Footings. The above rates are applicable for Elevated Level Services Reservoirs / OHSRs for SBC of 15 T/Sqm.
	a) For every decrease of 2.50 T/Sqm of SBC, the rate shall be increased by 2.50% on basic rate.
	b) For every increase of 2.5 T/Sqm of SBC, the rate shall be decreased by1.0% on basic rate up to 20 T/Sqm
	c) For SBC below 10T/Sqm , solid raft shall be provided and for solid raft the rate shall be increased by 10% on basic rate.
	d) For SBC value of less than 5 T/Sqm, soil improvement shall be adopted, for which additional payment shall be made as per field condition.
	5) For staging less than 15 m, the rate shall be decreased by Rs.0.05 paisa on basic rate per liter per every Meter decrease in staging.
	6) For staging above 15 m, the rate shall be increased by Rs.0.10 paisa on basic rate per liter per every Meter additional staging.
	7) The above rates shall be increased / decreased due to increase/decrease in the cost of cement by Basic rate x {(Rc-3672)/3672 } x 0.07 Rc = Rate of Cement (Rs per MT) at the time of preparation of estimate.
	8) The above rates shall be increased / decreased due to increase/decrease in the cost of Steel by Basic rate x { (Rs-39000)/39000} x0.2 Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
	9) a) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof.
	b)The rate inclusive of 2 coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Pipe specials, valves of DI material, Valve chambers etc., for pipe connections including cost of pipes, specials and valves as per departmental designs and drawings.
	10) For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by 10%.
	11) The above rates adopted for a wind pressure up to "250 kg/Sqm". For every 100 kg/Sqm decrease in wind pressure, the rate shall be decreased by 5%
	12) a) The Basic rate is adopted by considering the design for Seismic forces for Zone- II only of seismic zones.
	(b) The basic rates shall be increased by 15 ^%for Zone-III of seismic zones.
	13-(a). The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities above 500 KL & up to 1000KL.
	13-(b). The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.
	14. The shaft type staging with slip form can also be provided with proper approval from competent authority without any additional cost.
	15) The basic rate is inclusive of following Fixtures
	i) Pipe connections & Specials with D.I materials
	(a) All pipe connections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. (b) The Valves for above pipe connections also shall be of DI material of PN 16 duty confirming to the specification of SoR item No.28 (c) All specials such as Bends, Tees, Reducers, Duck foot Bends, Bell mouths etc,. Shall be of DI material.
	II) The sizes of the verticals for ELSR/OHSR shall be:
	a) For 500 KL to 750 Kl ELSRs Inlet Pipe - 300mm dia. Out let Pipe - 350mm dia. DI valves – 2 No’s Over Flow pipe - 350m dia. Scour Pipe - 200mm dia.
	b) For 800 KL to 1500 Kl ELSRs Inlet Pipe - 400mm dia. Out let Pipe - 450mm dia. DI valves – 2 No’s Over Flow pipe - 450m dia. Scour Pipe - 200mm dia.
	c) For above 1500 KL to 2500 Kl ELSRs Inlet Pipe - 400mm dia. Out let Pipe - 500mm dia. DI valves – 2 No’s Over Flow pipe - 500m dia. Scour Pipe - 200mm dia.
	Note: Any deviation from the above sizes as per design, shall be paid or recovered.
	(iii) Manhole Frames & Covers
	a) All man hole Frames & Covers shall be made of CI/DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers.
	iv) CI/D.I Double Swan neck ventilators (min. of 150mm dia.) shall be provided in top dome and slab with mosquito/fly proof nets - 4Nos.
	v) RCC Finial ventilator with fly/bird protection with GI mesh - 1 No.
	vi) RCC precast ladders of 0.60 m width - 2 Nos.
	vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width R.C.C hand railing of 1.0 m height – 1 No
	viii) The staircase shall be enclosed with brick masonry walls on three sides and collapsible MS gate on front side up to 1^stbrace level, to prevent unauthorized entry.
	ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with CI/DI manhole Frame & Cover with lock and Key arrangement. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop.
	x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia. pipe & middle railing of 25mm dia. and verticals with 40mm dia. at an interval not more than of 1.00m c/c.
	xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No)
	xii) Lightening Arrestor with all its accessories complete including earthing, with relevant IS Codes - 1 No.
	xiii) Compound wall: Construction of compound wall including ornamental M.S.Gate of size 3.0 X 2.40m is included in the basic rate of ELSRs. Length of compound wall hall is minimum of 150m. Min. height of the compound wall shall be 1.80m above plinth and thickness 230mm in brick masonry in CM (1:6).The compound wall shall be constructed including earth work excavation in all types of soils for plinth beam of 230mm X 300mm and 0.75X0.75X1.20m size for column footing portions. The footings shall be of 0.75X0.75X0.25m in VRCC M20 grade and constructed over a C.C (1:4:8) prop bed of 100mm thick. The columns shall be of 230X230 mm in size with VRCC M20 grade at 3.00m c/c spacing, having depth of 1.20m below ground level and height of 2.00m above GL. The plinth beam of size of 230X300 mm shall be constructed in VRCC M20 grade at Ground level, over a bed of CC(1:4:8)- 100mmthick. 450X450mm size columns in M20 grade shall be constructed for gate pillars. All the materials shall be followed as per the standards.
	Tie beam shall be provided above the brick work with 230X200mm size, fixed with MS angular of 25mm X 25mm X 4mm in "Y" shape to height of 0.60m, with embedded length of 150mm in concrete. The barbed wire fencing with 3 ply of 18 gauges shall be stretched in 4 rows (2x2). Plastering shall be done with 16mm thick in two coats i.e., base coat 12mm thick in CM(1:6)prop and 4mm thick 2nd coat CM(1:4) prop on both sides of brick work.
	Snowcem paint in two coats shall be provided for both sides of wall. The M.S ornamental gate as per the approved drawings shall be provided with minimum of 3.60mts width and 2.40mts height with enamel paint. Yard lighting shall be arranged
	on four corners of compound wall. If the length of the wall is increased/decreased
	Note:-For every 1m increase/decrease in length of compound wall the increase/decrease in basic rates of ELSRs of the capacities from 500KL to 2500KL shall be as follows.: i)500 KL : 0.086% ii)1000 KL : 0.047% iii)1500 KL : 0.034% iv)2000 KL : 0.026% v)2500 KL : 0.022 % For intermediate capacities, interpolated percentages shall be adopted.
	xiv) Staff Quarter shall be constructed for a minimum plinth area of 40 Sqm with the following specification: RCC framed structure with concrete grade not less than M20 design mix at the locations specified by the department at the time of execution with veranda, hall, bed room, kitchen and bath &W/C with floor area of 40.00sqmts excluding balconies and staircases.
	MS hollow door frame with cold rolled processed steel sheet 1.25mm thick bright CRCA conforming to IS 4351/76, Flush door shutters with solid bond wood bond board doors shall be provided. N.C.L. Windows centre fixed both sides open able shutter window 1.35 X 1.35mts outer frame section 48 x50mm shutter frame section with a size of 48 X20 mm mullion section of size 48 X 50mm fixed beading section of 12 X 12 mm shall be provided. Flooring with polished Kadapa stone shall be provided. Walls shall be provided with snowcem paint in two coats over primary coat. Electrical and water supply arrangement shall be provided as directed by dept officer. Water Storage tank made with plastic/polymer material of reputed make with necessary out let and inlet connection pipes shall be provided. Septic tank for 5 users shall be provided.
44	Rates for OHSRs/ELSRs including fixtures with a staging of 10 m without Seismic analysis.		Rs/liter
a	Up to 10,000 Liters capacity	Per liter	LAB-00682	58.91
b	15,000 Liters capacity	Per liter	LAB-00683	44.00
c	20,000 Liters capacity	Per liter	LAB-00684	39.80
d	40,000 Liters capacity	Per liter	LAB-00685	33.74
e	60,000 Liters capacity	Per liter	LAB-00686	25.57
f	1,00,000 Liters capacity	Per liter	LAB-00687	23.59
g	2,00,000 Liters capacity	Per liter	LAB-00688	20.62
h	3,00,000 Liters capacity	Per liter	LAB-00689	19.40
i	4,00,000 Liters capacity	Per liter	LAB-00690	17.09
j	4,50,000 Liters capacity	Per liter	LAB-00691	14.77
	NOTE: -1). All concrete members shall be designed with M30 grade design mix.
	2) For intermediate ranges proportional rates may be adopted
	2) The above rates are applicable for Elevated Level Services Reservoirs / OHSRs with RAFT FOUNDATION and a rate of Rs.3672/- per tonne for cement (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) and Rs.39000/- per tonne for steel(Fe 500) and as per sand rates finalized by the BoCE’s & communicated vide Lr. No .ENC/IW/SE(P&M)/EE.1/DEE.2/AEE(K)/SoR 2019-20/VOL-4 Dt:25-10-2019.
	3) For every Meter of staging less than 10 m, the rate shall be reduced by Rs.0.05 paisa per liter per every Meter of difference in staging
	4) For every Meter of staging above 10 m , the rate shall be increase by Rs.0.10 paisa per liter per every Meter of additional in staging
	5) The above rates shall be increased / decreased due to increase / decrease in the cost of cement by Basic Rate x {(Rc-3672)/3672} x 0.07 Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate.
	6)The above rates shall be increased / decreased due to increase / decrease in the cost of steel by Basic Rate x { (Rs-39000)/39000 x0.2 Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate.
	7) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof.
	8) The above rates shall be adopted for estimate purposes for construction of ELSR for a finished work including 2 coats of whether proof emulsion painting for external surfaces, lettering, all required fixtures, pipes, bends, valves etc., for pipe connections but excluding cost of pipes, bends and valves as per departmental designs and drawings.
	9) The above rates are applicable for wind pressures up to 250 kg / Sq m .For decrease in wind pressure the rate has to be decreased by 5% per every 100kg/Sqm. If the ELSR / OHSR are to be designed for seismic forces also, cost shall be arrived by working out detailed quantities based on the designs.
	10) (a)For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by 10%. (b) An additional increase of 7.50% shall be allowed for OHSRs/ELSRs located in agency areas over the above rates for RWS Department works.
	11) If the ELSR is to be designed for seismic forces also, cost shall be arrived by working out detailed quantities based on the design & difference to be paid extra.
	12) If the ELSR is to be designed for seismic forces a) The above rates are applied up to Zone-II earth quake. b) For Zone-III earth quake the above rates are to be increased by 15 %.
	13) The rate is arrived with the Cement rate of Rs.3672/- per MT (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) & Steel rate of 39000/(Fe 500)- approved by the BoCE for the month of February-2020.
	13) Fixtures include :
	a) RCC or Aluminum ladder inside 0.60 m wide.
	b) Spiral staircase on the outside shall be provided up to 200KL. Above 200KL capacity dog legged staircase shall be provided with staircase flight width of 1.0mts and landing width of 1.20mts with S.S railing up to 1.0 height.
	c) Lightening arrestor, including conductor and earthling etc.
	d) RCC ventilators with copper or stainless steel fly proof mesh.
	e) D.I Manholes frame and cover 0.60x0.60 m as per IS specifications (light duty) - 2 Nos.
	f) Water level indicator of good quality with ebonite/ copper float approved pattern - 1 No.
	g) The ladder shall be with M.S ladder and Verticals with HDPE of 10kg/Sqcm shall be provided for single column OHSRs only.
	h) Minimum staging for all ELSR/OHSR shall be 10.0mts.
	i) The increase in staging shall be at 1.0mt interval.
	j) The railing provided to the gallery and stair case shall be with stainless steel of grade 304 for a height of 1.20mts.
	k). The dog legged staircase shall be enclosed with brick/CRS wall on three sides and front side with M.S collapsible gate up to 1st brace level from ground level to prevent unauthorized entry.
	l). D.I swan neck ventilators shall be provided in top dome and slab.
	m). The above rates are exclusive of all inlet, out let connection and valves. All valves near inlet, out let and for scour of ELSRs shall be D.I valves of heavy duty confirming to the specification of SoR item No.28
45	Construction of Rapid Gravity Filtration Plant including all civil, mechanical and electrical works using sand as filter media, compatible with SCADA arrangements, duly following relevant IS codes in the design of plant components including trial running for 90 days etc., including chlorine contact tank & consumables etc., complete.
	1) 2.0 MLD	Per liter	LAB-00692	4.64
	2) 5.0 MLD	Per liter	LAB-00693	3.78
	3) 10.0 MLD	Per liter	LAB-00694	3.41
	4) 20.0 MLD	Per liter	LAB-00695	2.74
	5) 30.00 MLD and above	Per liter	LAB-00696	2.38
	NOTE :-
	a) For Intermediate Capacities proportional rates may be adopted
	b) The above rates are applicable with Cement @ rate of Rs.3672/- per MT (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) and Steel of Rs. 39000/MT.(Fe 500) and as per sand rates finalized by the BoCE’s & communicated vide Lr. No .ENC/IW/SE(P&M)/EE.1/DEE.2/AEE(K)/SoR 2019-20/VOL-4 Dt:25-10-2019.
	c) The above rates shall be increased / decreased due to increase / decrease in the cost of cement by Basic Rate x {(Rc-3672)/3672} x 0.07 Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate
	d) The above rates shall be increased / decreased due to increase / decrease in the cost of steel by Basic Rate x { (Rs-39000)/39000} x0.2 Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
	e) For Rural areas an extra allowance of 10% shall be given on basic rate
	f) For components immersed in water Stain less Steel of Grade 304L shall be used. for other components 304 Grade steel shall be used.
	g) Lab testing equipment of reputed make and consumables for one year. The testing equipment for conducting all laboratory tests shall be installed & training shall be imparted to the Municipal staff.
	h) The rate is arrived with the Cement rate of Rs.3672/- per MT (as per G.o.Ms.No.22 Dt:13-04-2020 of YSR NIRMAN) & Steel rate of 39000/- approved by the BoCE for the month of February-2020.
	The above rates of Filtration Plants shall include all the following components.
	A) Civil Works (All works of VRCC Shall be in M30 design mix)
	1). Stilling Chamber and Aeration cascade
	2) Pre settling tank shall be provided for 30 MLD and above capacities of WTP for a minimum of 1 hr capacity.
	3). Raw water channel with Stainless Steel Weir of SS 304 L Grade material and also with digital flow meters
	4) Flash Mixer chamber with Flash mixing arrangements including SS shaft & SS Blades with gear wheel arrangements etc, using 304 L Grade Steel.
	5-a) Clariflocculator / Flocculation tanks with the components of central driven circular clarifier with scrapper & bridge arrangements made with Stainless Steel Grade 304 L tubes /angular for durability & chemical resistant with wheel arrangements etc,
	5-b) Two numbers of Clariflocculator shall be provided for WTP's of more than 30 MLD capacity.
	6) Filter house, Chemical house, Alum store, Laboratory room, Chlorination plant room, toilet etc. (All structures shall be provided RCC roof only).Chemical house & Chlorinator rooms are to be isolated and shall be as per CPHEEO manual.
	7) Wash water tank of suitable capacity shall be constructed at minimum clearance of 2.00m, above the roof slab of Filter beds / any other structure, and the minimum residual head at the top of under drain system shall not be less than 8.0 meters.
	8) Chlorine contact tank
	9) All the Doors and Windows shall be of Best Teak wood/Aluminum / UPVC make, except entrance door. The entrance door including shutter in filter house shall be with best teak wood of minimum size of 2.40 X 2.40 mts. a) Main Doors of all individual Buildings shall be made of Best Teak wood b) Other Internal Doors of the buildings shall be of Compressed wood/ Aluminum/ UPVC materials. c) Ventilators shall be provided for each building/structure of suitable size as per NBC standards.
	10) a) All pipes in Plant shall be of D.I., D/F materials. All Connecting pipes of the plant components such as from Flash mixer to Clariflocculator/ Clarifier/Flocculation tank, to Filter beds, sludge disposal pipes shall be of D.I., D/F material. The size of sludge disposal pipe shall be minimum of 450 mm dia. with D.I D/F pipe and minimum length of 100 meters. b) All the Valves in Plant shall be heavy duty and as per the specification of SoR item No.28
	11) The Pipe gallery way for Clear water/ Back wash water/ pipe connections shall be sufficiently spaced for easy operation & maintenance and inspection, as per standard norms.
	12) The bottom level of the wash water control chamber must be above G.L so as to dispose the wash water and sludge from Clariflocculator by gravity to disposal point.
	Additional specifications
	13) Railing for all the components (Clariflocculator, Filter House, Staircase etc,.) shall be provided with Stainless Steel of grade 304 for a height of 1.00m, with 40mm dia. pipe for top horizotals,25mm dia. for middle row and 40mm dia. verticals spaced at interval of not more than 1.00m c/c.
	14) Inspection / Path ways in filter beds: Middle pathway: Minimum of 1.50m, Side pathway: Minimum of 1.20m
	15) Flooring in the buildings (Filter house, Chemical House, Chlorinator Room, Laboratory) shall be provided with Non-skid tiles of approved make & quality, as per standard specifications.
	16) The basement of the Filtration plant building shall be minimum of 1.20m and pipe gallery shall be minimum 0.3m above the existing nearby Road top level.
	17) Minimum head room of 2.00m shall be provided, at the alum mixing chambers in alum store for inspection & maintenance.
	18) The minimum width of entrance hall for the Filter House shall be 4.50m, and Laboratory of min size .of 3.30 X 4.50m.
	18) b) For various components of the WTP should be designed by considering the uplift pressure also.
	19) a) High efficient Air Blowers shall be installed to the design requirement with low noise pollution, environmental pollution as per PCB guide lines & Testing of blowers as per I.S Standards at site. b) The Piping from Blower to Filter Beds shall be GI and submerged pipe in water shall be HDPE.
	20) UPVC pipes shall be provided for under drain system. Filter pipe manifolds shall be assembled with HDPE pipes.
	21) Alum storage capacity shall be designed for minimum period of 90 days.
	Consumables shall be provided for 2115 Running Hours of WTP.
	22) Chlorinator : Vacuum type chlorinator shall be provided with following specifications: a) Vacuum operated solution feeding type Vacuum Regulator, Rotameter, Rate setting Valve, built-in NRV, Gas Overflow out let by man folding to mount the system with the unit. b) The unit shall consist of Ejector with necessary accessories such as Check Valve, Drain Valve and Vacuum relief Valves - for control of chlorinator dosage. c) The Accessories and manifolds shall be chlorine resistant and made of carbon steel seam less pipes, copper tube with brass fittings of suitable size & dimensions, with diaphragm sealed chlorine pressure gauge arrangements
	d) Water Booster Pump of pumping capacity ranging from 2 cum/hr to 12 cum/hr, with Head ranging from 16 to 35 m e) The water & solution carrying pipes shall be made of UPVC material of suitable size incl. all specials such as Tee's , Bends, couplings & NRVs and also Pressure Gauges of suitable range. f) Chlorine Gas Leak detector with alarm indicator. The installation includes all necessary accessories, civil and mechanical works, manifold header installations, injector fixing, connection with UPVC pipes, solution piping’s, fixing of motors as per standard specifications and commissioning of Chlorination Plant to the required demand, with a defect liability period of 1 year. The chlorinator of may be of any reputed make or any make of Metito/Toshocow-Jesco Siemens Industrial Devices. g) Life breathing apparatus. h) Chlorine escape BA set
	i) 2 to 10 MLD Plants - 1Kg/hr Chlorinator- For Post Chlorination
	ii) 10 MLD to 20 MLD Plants - 2 Kg/hr Chlorinator - For Post Chlorination.
	iii) 20 MLD to 50 MLD Plants - 5 Kg/hr Chlorinator - For Post Chlorination.
	B) Mechanical Equipment
	1) Alum dosing equipment with SS 304 material made stirrers & paddles for chemical resistance. (Alum tanks must be bound with corrosion resistant material (HDPE Lining, Bitumen Coating, tiles etc)
	2) Flash mixer equipment with SS 304 material made stirrers & paddles for chemical resistance.
	3) Filtration plant equipment instrumentation and piping.
	4) Clarifloccualation equipment (with stainless steel blades) with rotating bridge arrangement etc.,
	5) Pneumatic tyre wheel shall be provided for the bridge Clariflocculator.
	6) Wash water tank fittings and pump sets with 100% stand by.
	7) Air blower with motor of 100% stand by and pipe connections made with of SS pipes confirming to SS 304 Grade, in filter bed region.
	8) Chlorination equipment and pipe connections with chlorinator of 100% standby.
	9) Spares & Tools for 2 years.
	10) Gaseous Chlorination with cylinders has to be provided with protection measures.
	C) Electrical Equipment
	1) Necessary power supply wiring to motors and switches bus bar connections as per IE Rules
	2) Internal wiring and illumination and fittings and fixtures for internal and external lighting exhaust fans, ceiling fans etc.
	3) Erecting mechanical and electrical equipment, trial run for 90 days at 23.50 hours per day testing the treated water as per CPHEEO standards and maintenance of records and imparting training to staff.
	4) Supply of 6 - Sets of completion plans and maintenance manual and brochures.
	5) All cables shall be of copper material, Cable ducts shall be covered with MS / Aluminum cheque plate.
	6) Min LUX levels inside the treatment plant shall be maintained.
	7) Yard lighting shall be provided as per norms.
	D ) Equipment for Flow measurements
	1) Equipment for measuring Conductivity, Turbidity, Ph value, Residual Chlorine with recording & data storage facility (Computer based) & Alarm by SMS or other methods.
	2) Off - Site Supervisory and Data Acquisition (OSSADA) system for Raw water & Clear water flows by installing Digital Flow meters to measure the flows at Raw water Channel and at each filter bed individually and combined for measuring the quantities of water treated with a facility to record and store the readings & also to send messages to the assigned designators about the variations/ deficiencies in the flow including alerts for back wash requirements of filter beds, and recovery of data for the past 360 days. All the Digital Flow Meters & Pressure Gauges shall be provided of standard approved make. The equipment shall have the following specifications.
	Hardware:
	i) Wall mounted Sensor House for measuring Raw water & Clear water flow from Filter bed out lets with accessories consists of
	ii) Electrode Type: General type, Scraper type or replaceable type Electrode made with material of SS external Ultra Touch Sensors as per requirement.
	iii) Customized Application Requirement : Sensors with Interface logic control board with serial interfaces, including accessories such as Add-on port, external DC Power Socket, On - sensor Board Buffer, Timer, RS485 Communication, Analog to Digital Sensing Sensor Circuit, 32 Sensors Sensing Tags, Interval Power Supply System , LCD 16c/2L, Filter Bed Working Status Indication LED, Filter Bed Wash Indication Button and memory of Data Storage for 30Days , status of Filter Bed Level indicator, Rating, Reading on LCB Display, Menu Driven Data for sending to Onsite Big Display, operated with Battery Power of any reputed make or any equivalent make.
	iv) Customized Application Requirement: Power Sensors Interface logic control board with support 8 Power Sensing tags, Central System Interfacing Communication, On - board analog to Digit Convert Integrate Circuit of any reputed make or any equivalent make.
	v) Customized Application Requirement: Centralized System with two serial interfaces, 3 No’s of Add-On ports, One external DC Power Socket, On - Board Buffer, On - Board Timer, On - Board RS485 Communication, On - Board RS 232 Communication, On - Board GPRS/GSM Module, On - Board Voice Chip, On - Board Power Sensing Module, LCD 16c/2L, Filter Bed Wash Precaution Indication with Stop Button, Memory of Data Storage for 30 Days, Total Bed Rating, Reading display on LCD Display, Menu Driven, Menu Navigate Keypad, sending data to the Web Server, Communication with GPRS , operated with Battery Power of any reputed make or any equivalent make.
	Software:
	The software shall be designed with Web Domain with Data Base Server and Web Name as per the directions of the Departmental Authorities.
	The application of Software for Web design & Desktop shall meet the following requirements:
	i)Onsite Display: Letters with size of 1.5’ seven Segment LED Display with Interface for each Filter Bed, for Onsite Display, by displaying the Bed Levels, Ratings, Readings in 3 Columns, for each bed of the plant in successive rows and cumulative results at the bottom of the screen.
	ii) Off Site Display: Letters with size of 1.5’ seven Segment LED Display with Interface GPRS/GSM Modules Offsite Display, with Display of Bed Total Rating, Total Cumulative Reading as specified on On-site Display Features.
	The system shall have also the features of Onsite Bed Wash Voice Precautions for Bed Levels, Readings, Ratings, Bed Capacity Readings and Ratings and Bed Low Level Triggering, before & after Bed wash.
	The software shall also have the features of sending messages to the mobiles of the Departmental designators indicating Bed Low Levels, Power Supply timings, Bed Wash timings and its status, Power Supply timings and its status Grid View Table, Motor Working time and its status Grid View Table, all trigger events and schedule information and including all Snap View Reports, all Daily, Monthly, Yearly Reports, all Power Working Reports, all Power Events Information etc,.

1. S o R FOR R.C.C. PLAIN ENDED PIPES

Sl. No.	Description
1	Manufacture, Supply and Delivery of R.C.C. Plain ended pipes conforming to B.I.S 458/2003,Ex -factory, excluding transportation and all taxes.
	Size	Unit	SoR For 2020-21
			Code	NP- 2 Class	Code	NP - 3 Class	Code	NP - 4 Class
	80 mm dia.	Meter	MAT- 05615	130
	100 mm dia.	Meter	MAT- 05616	151
	150 mm dia.	Meter	MAT- 05617	180
	200 mm dia.	Meter	MAT- 05618	214
	225 mm dia.	Meter	MAT- 05619	232
	250 mm dia.	Meter	MAT- 05620	245
	300 mm dia.	Meter	MAT- 05621	355	MAT- 05636	841	MAT- 05651	852
	350 mm dia.	Meter	MAT- 05622	441	MAT- 05637	998	MAT- 05652	1017
	400 mm dia.	Meter	MAT- 05623	510	MAT- 05638	1099	MAT- 05653	1125
	450 mm dia.	Meter	MAT- 05624	624	MAT- 05639	1264	MAT- 05654	1279
	500 mm dia.	Meter	MAT- 05625	681	MAT- 05640	1364	MAT- 05655	1576
	600 mm dia.	Meter	MAT- 05626	1013	MAT- 05641	2069	MAT- 05656	2443
	700 mm dia.	Meter	MAT- 05627	1291	MAT- 05642	2562	MAT- 05657	3273
	800 mm dia.	Meter	MAT- 05628	1582	MAT- 05643	3386	MAT- 05658	4256
	900 mm dia.	Meter	MAT- 05629	1999	MAT- 05644	4247	MAT- 05659	5315
	1000 mm dia.	Meter	MAT- 05630	2445	MAT- 05645	5195	MAT- 05660	7293
	1100 mm dia.	Meter	MAT- 05631	2876	MAT- 05646	6240	MAT- 05661	8444
	1200 mm dia.	Meter	MAT- 05632	3429	MAT- 05647	7347	MAT- 05662	9869
	1400 mm dia.	Meter	MAT- 05633	4698	MAT- 05648	9457	MAT- 05663	13600
	1600 mm dia.	Meter	MAT- 05634	5401	MAT- 05649	12262	MAT- 05664	16156
	1800 mm dia.	Meter	MAT- 05635	7116	MAT- 05650	16254	MAT- 05665	21645

The above rates of RCC Collars suitable to plain ended pipes are based on the following raw materials cost. Cement. Rs.4600/- per MT(Excluding all taxes and freight)

Steel (M.S. Rods) - Rs.40000/- per MT. (Excluding all taxes and freight).

The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.

Revised Cost =Cost as per the above table +R1+R2

R1= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the Cost of M.S. Rods = (S2-S1)/1000 X Ws.

R2= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the Cost of Cement = (C2-C1)/1000 X Wc.

S1 = Rs. 40000/- , S2 = Cost of M S Rods (Rs. per MT Excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs4600/- C2 = Cost of Cement (Rs. per MT Excluding all taxes and freight) at the time of preparation of estimate.

Ws=Weight of MS Rods required (Kg.) per Meter of pipe as per IS:458/2003.

Wc= Weight of Cement required (Kg.) per Meter of pipe.

2. S o R FOR R.C.C. COLLARS

Sl.No.	Description
1	Manufacture, Supply and Delivery of R.C.C. Collars conforming to B.I.S. 458/2003 (rate per each collar) suitable for R.C.C. Plain ended pipes including transportation but excluding all taxes.
	Size	Unit	SoR For 2020-21
			Code	NP - 2 Class	Code	NP - 3 Class	Code	NP - 4 Class
	80 mm dia.	Each	MAT- 05666	41.00
	100 mm dia.	Each	MAT- 05667	41.00
	150 mm dia.	Each	MAT- 05668	42.00
	200 mm dia.	Each	MAT- 05669	59.00
	225 mm dia.	Each	MAT- 05670	63.00
	250 mm dia.	Each	MAT- 05671	69.00
	300 mm dia.	Each	MAT- 05672	90.00	MAT- 05687	127.00	MAT- 05702	127.00
	350 mm dia.	Each	MAT- 05673	112.00	MAT- 05688	161.00	MAT- 05703	161.00
	400 mm dia.	Each	MAT- 05674	124.00	MAT- 05689	184.00	MAT- 05704	184.00
	450 mm dia.	Each	MAT- 05675	195.00	MAT- 05690	246.00	MAT- 05705	246.00
	500 mm dia.	Each	MAT- 05676	220.00	MAT- 05691	294.00	MAT- 05706	294.00
	600 mm dia.	Each	MAT- 05677	301.00	MAT- 05692	383.00	MAT- 05707	383.00
	700 mm dia.	Each	MAT- 05678	390.00	MAT- 05693	512.00	MAT- 05708	512.00
	800 mm dia.	Each	MAT- 05679	549.00	MAT- 05694	656.00	MAT- 05709	656.00
	900 mm dia.	Each	MAT- 05680	658.00	MAT- 05695	765.00	MAT- 05710	765.00
	1000 mm dia.	Each	MAT- 05681	770.00	MAT- 05696	954.00	MAT- 05711	954.00
	1100 mm dia.	Each	MAT- 05682	939.00	MAT- 05697	1210.00	MAT- 05712	1210.00
	1200 mm dia.	Each	MAT- 05683	1139.00	MAT- 05698	1514.00	MAT- 05713	1514.00
	1400 mm dia.	Each	MAT- 05684	1468.00	MAT- 05699	1917.00	MAT- 05714	1917.00
	1600 mm dia.	Each	MAT- 05685	1878.00	MAT- 05700	2451.00	MAT- 05715	2451.00
	1800 mm dia.	Each	MAT- 05686	1896.00	MAT- 05701	3152.00	MAT- 05716	3152.00

The above rates of RCC Collars suitable to plain ended pipes are based on the following raw materials cost. Cement. Rs.4600/- per MT(Excluding all taxes and freight).

Steel (M.S. Rods) - Rs.40000/- per MT.(Excluding all taxes and freight).

The revised cost of RCC collars due to increase / decrease in the cost of raw materials shall be as per the following formula.

Revised Cost =Cost as per the above table +R1+R2

R1= Variation (increase / decrease) in cost (Rs. per each)due to change in the cost of M.S. Rods =(S2-S1)/1000 X Ws.

R2= Variation (increase /decrease) in cost (Rs. per each) due to change in the cost of Cement = (C2-C1)/1000 X Wc.

S1 = Rs. 40000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs.4600/-,

C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate

Ws=Weight of MS Rods required (Kg.) per each collar.

Wc= Weight of Cement required (Kg.) per each collar.

3. S o R FOR R.C.C. S/S PIPES (Non - Pressure)

Sl. No.	Description
1	Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation and all taxes.
	Size	Unit	SoR For 2020-21
			Code	NP - 2 Class	Code	NP - 3 Class	Code	NP - 4 Class
	80 mm dia.	Meter	MAT- 05717	164
	100 mm dia.	Meter	MAT- 05718	186
	150 mm dia.	Meter	MAT- 05719	217
	200 mm dia.	Meter	MAT- 05720	267
	225 mm dia.	Meter	MAT- 05721	289
	250 mm dia.	Meter	MAT- 05722	308
	300 mm dia.	Meter	MAT- 05723	434	MAT- 05738	1085	MAT- 05753	1146
	350 mm dia.	Meter	MAT- 05724	558	MAT- 05739	1341	MAT- 05754	1363
	400 mm dia.	Meter	MAT- 05725	613	MAT- 05740	1487	MAT- 05755	1510
	450 mm dia.	Meter	MAT- 05726	766	MAT- 05741	1640	MAT- 05756	1650
	500 mm dia.	Meter	MAT- 05727	882	MAT- 05742	1873	MAT- 05757	2033
	600 mm dia.	Meter	MAT- 05728	1238	MAT- 05743	2627	MAT- 05758	2650
	700 mm dia.	Meter	MAT- 05729	1603	MAT- 05744	3355	MAT- 05759	3436
	800 mm dia.	Meter	MAT- 05730	2061	MAT- 05745	4443	MAT- 05760	4468
	900 mm dia.	Meter	MAT- 05731	2612	MAT- 05746	5580	MAT- 05761	5640
	1000 mm dia.	Meter	MAT- 05732	3189	MAT- 05747	6265	MAT- 05762	6470
	1100 mm dia.	Meter	MAT- 05733	3709	MAT- 05748	7389	MAT- 05763	7644
	1200 mm dia.	Meter	MAT- 05734	4183	MAT- 05749	8722	MAT- 05764	8946
	1400 mm dia.	Meter	MAT- 05735	6013	MAT- 05750	11545	MAT- 05765	12682
	1600 mm dia.	Meter	MAT- 05736	7441	MAT- 05751	14984	MAT- 05766	15070
	1800 mm dia.	Meter	MAT- 05737	8258	MAT- 05752	19869	MAT- 05767	20208

Note: All the prices are ex-works. The above rates of RCC S/S Non-Pressure pipes are based on the following raw materials cost.

Cement. Rs.4600/- per MT,(Excluding all taxes and freight).

Steel (M.S. Rods) – Rs.40000/- per MT. (Excluding all taxes and freight).

The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.

Revised Cost =Cost as per the above table +R1+R2

R1= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the cost of

M.S. Rods = (S2-S1)/1000 X Ws.

R2= Variation (increase / decrease) in cost (Rs. per Meter) due to change in the cost of Cement = (C2-C1)/1000 X Wc.

S1 = Rs. 40000/- , S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs. 4600/- , C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate

Ws=Weight of MS Rods required (Kg.) per Meter of pipe as per IS: 458/2003.

WC= Weight of Cement required (Kg.) per Meter of pipe.

4. S o R FOR R.C.C. S/S PIPES (Pressure)

Sl.No.	Description
1	Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Excluding transportation and all taxes.
	Size	Unit	SoR For			2020-21
			Code	P1 - Class	Code	P2 - Class	Code	P3 - Class
	80 mm dia.	Meter	MAT- 05768	220	MAT- 05786	246	MAT- 05802	281
	100 mm dia.	Meter	MAT- 05769	246	MAT- 05787	295	MAT- 05803	341
	150 mm dia.	Meter	MAT- 05770	341	MAT- 05788	439	MAT- 05804	541
	200 mm dia.	Meter	MAT- 05771	395	MAT- 05789	568	MAT- 05805	748
	225 mm dia.	Meter	MAT- 05772	445	MAT- 05790	644	MAT- 05806	831
	250 mm dia.	Meter	MAT- 05773	487	MAT- 05791	685	MAT- 05807	865
	300 mm dia.	Meter	MAT- 05774	653	MAT- 05792	982	MAT- 05808	1217
	350 mm dia.	Meter	MAT- 05775	813	MAT- 05793	1373	MAT- 05809	1765
	400 mm dia.	Meter	MAT- 05776	966	MAT- 05794	1825	MAT- 05810	2341
	450 mm dia.	Meter	MAT- 05777	1020	MAT- 05795	2162	MAT- 05811	2866
	500 mm dia.	Meter	MAT- 05778	1374	MAT- 05796	2330	MAT- 05812	3242
	600 mm dia.	Meter	MAT- 05779	1881	MAT- 05797	3479	MAT- 05813	4477
	700 mm dia.	Meter	MAT- 05780	2512	MAT- 05798	4557	MAT- 05814	5660
	800 mm dia.	Meter	MAT- 05781	3140	MAT- 05799	5371	MAT- 05815	6812
	900 mm dia.	Meter	MAT- 05782	3779	MAT- 05800	6286
	1000 mm dia.	Meter	MAT- 05783	4798	MAT- 05801	7180
	1100 mm dia.	Meter	MAT- 05784	5766
	1200 mm dia.	Meter	MAT- 05785	6737

Note: All the prices are ex-works.

The above rates of RCC S/S Pressure pipes are based on the following raw materials cost. Cement. Rs.4600/- per MT,(Excluding all taxes and freight).

Steel (M.S. Rods) - Rs.40000/- per MT. (Excluding all taxes and freight).

The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall be as per the following formula.

Revised Cost =Cost as per the above table +R1+R2

R1= Variation (increase / decrease) in cost (Rs. per Meter)due to change in the cost of M.S. Rods = (S2-S1)/1000 X Ws.

R2= Variation (increase / decrease) in cost (Rs. per Meter)due to change in the cost of Cement = (C2-C1)/1000 X Wc.

S1 = Rs. 40000/-

S2 = Cost of M S Rods (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate.

C1 = Rs. 4600/-, C2 = Cost of Cement (Rs. per MT excluding all taxes and freight) at the time of preparation of estimate

Ws=Weight of MS Rods required (Kg) per Meter of pipe as per IS: 458 /2003.WC= Weight of Cement required (Kg) per Meter of pipe.

5. S o R FOR RUBBER RINGS TO SUIT R.C.C. S/S PIPES

Sl. No.	Description
1	Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding all taxes. The Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985.
	Size	Unit	SoR For 2020-21
			Code	NP - 2 Class	Code	NP - 3 Class	Code	NP - 4 Class
	80 mm dia.	Each	MAT- 05816	26
	100 mm dia.	Each	MAT- 05817	32
	150 mm dia.	Each	MAT- 05818	57
	200 mm dia.	Each	MAT- 05819	67
	225 mm dia.	Each	MAT- 05820	73
	250 mm dia.	Each	MAT- 05821	82
	300 mm dia.	Each	MAT- 05822	100	MAT- 05837	129	MAT- 05852	129
	350 mm dia.	Each	MAT- 05823	116	MAT- 05838	154	MAT- 05853	154
	400 mm dia.	Each	MAT- 05824	128	MAT- 05839	175	MAT- 05854	175
	450 mm dia.	Each	MAT- 05825	145	MAT- 05840	198	MAT- 05855	198
	500 mm dia.	Each	MAT- 05826	189	MAT- 05841	227	MAT- 05856	227
	600 mm dia.	Each	MAT- 05827	248	MAT- 05842	329	MAT- 05857	329
	700 mm dia.	Each	MAT- 05828	248	MAT- 05843	394	MAT- 05858	394
	800 mm dia.	Each	MAT- 05829	428	MAT- 05844	478	MAT- 05859	478
	900 mm dia.	Each	MAT- 05830	536	MAT- 05845	646	MAT- 05860	646
	1000 mm dia.	Each	MAT- 05831	627	MAT- 05846	780	MAT- 05861	780
	1100 mm dia.	Each	MAT- 05832	754	MAT- 05847	999	MAT- 05862	999
	1200 mm dia.	Each	MAT- 05833	1208	MAT- 05848	1256	MAT- 05863	1256
	1400 mm dia.	Each	MAT- 05834	1328	MAT- 05849	1382	MAT- 05864	1382
	1600 mm dia.	Each	MAT- 05835	1654	MAT- 05850	1686	MAT- 05865	1686
	1800 mm dia.	Each	MAT- 05836	2060	MAT- 05851	2154	MAT- 05866	2154
2	Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding all taxes. The Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985.
	Size		Code	P1- Class	Code	P2- Class	Code	P3- Class
	80 mm dia.	Each	MAT- 05867	26	MAT- 05885	26	MAT- 05901	26
	100 mm dia.	Each	MAT- 05868	32	MAT- 05886	33	MAT- 05902	33
	150 mm dia.	Each	MAT- 05869	57	MAT- 05887	57	MAT- 05903	57
	200 mm dia.	Each	MAT- 05870	67	MAT- 05888	67	MAT- 05904	67
	225 mm dia.	Each	MAT- 05871	73	MAT- 05889	75	MAT- 05905	77
	250 mm dia.	Each	MAT- 05872	82	MAT- 05890	85	MAT- 05906	86
	300 mm dia.	Each	MAT- 05873	100	MAT- 05891	106	MAT- 05907	110
	350 mm dia.	Each	MAT- 05874	116	MAT- 05892	132	MAT- 05908	145
	400 mm dia.	Each	MAT- 05875	128	MAT- 05893	175	MAT- 05909	178
	450 mm dia.	Each	MAT- 05876	145	MAT- 05894	200	MAT- 05910	205
	500 mm dia.	Each	MAT- 05877	189	MAT- 05895	227	MAT- 05911	237
	600 mm dia.	Each	MAT- 05878	248	MAT- 05896	280	MAT- 05912	285
	700 mm dia.	Each	MAT- 05879	338	MAT- 05897	370	MAT- 05913	394
	800 mm dia.	Each	MAT- 05880	428	MAT- 05898	474	MAT- 05914	474
	900 mm dia.	Each	MAT- 05881	536	MAT- 05899	598
	1000 mm dia.	Each	MAT- 05882	627	MAT- 05900	722
	1100 mm dia.	Each	MAT- 05883	754
	1200 mm dia.	Each	MAT- 05884	1208

6. S o R FOR CONVEYANCE OF R.C.C. PLAIN ENDED PIPES

Sl.No.	Description	Rate up to 5 Kms Lead including Loading, unloading and stacking	Rate for every additional 1 KM lead or part thereof.	Rate up to 5 Kms Lead including Loading, unloading and stacking	Rate for every additional 1 KM lead or part thereof.
1	Conveyance of R.C.C plain ended pipes on all weathered roads including loading, unloading and stacking (per Meter) SoR for 2020-21
		NP - 2 Class		NP - 3 Class & NP - 4 Class
	80 mm dia.	3.81	0.17
	100 mm dia.	5.07	0.17
	150 mm dia.	7.61	0.32
	200 mm dia.	10.14	0.32
	225 mm dia.	11.41	0.51
	250 mm dia.	12.68	0.51
	300 mm dia.	17.76	0.68	49.45	1.36
	350 mm dia.	25.36	1.52	53.26	1.52
	400 mm dia.	27.90	1.69	63.40	2.02
	450 mm dia.	36.77	2.02	68.47	2.36
	500 mm dia.	39.31	2.36	74.81	2.36
	600 mm dia.	57.05	3.71	112.84	5.24
	700 mm dia.	72.27	5.24	125.52	6.08
	800 mm dia.	84.95	5.24	150.88	6.08
	900 mm dia.	97.62	5.24	197.79	11.48
	1000 mm dia.	144.54	10.80	238.36	11.48
	1100 mm dia.	158.48	10.80	258.65	12.49
	1200 mm dia.	180.04	11.48	289.08	12.49
	1400 mm dia.	216.81	11.48	393.05	13.00
	1600 mm dia.	251.05	11.48	471.65	13.00
	1800 mm dia.	289.08	11.48	628.87	18.24

7. S o R FOR CONVEYANCE OF R.C.C. S/S PIPES

Sl. No.	Description	Rate up to 5 Kms Lead including Loading, unloading & stacking	Rate for every additional 1 KM lead or part thereof.	Rate up to 5 Kms Lead including Loading, unloading and stacking	Rate for every additional 1 KM lead or part thereof.
1	Conveyance of R.C.C. Socket and Spigot pipes on all-weather roads including loading, unloading and stacking (per Meter of effective length)
	Size	NP - 2 & P1 Class		NP – 3 & NP - 4 Class
	80 mm dia.	5.07	0.16
	100 mm dia.	5.07	0.30
	150 mm dia.	8.88	0.30
	200 mm dia.	11.41	0.61
	225 mm dia.	12.68	0.61
	250 mm dia.	13.95	1.38
	300 mm dia.	22.83	1.53	59.98	1.84
	350 mm dia.	26.62	1.69	65.21	2.14
	400 mm dia.	26.62	1.99	80.86	4.00
	450 mm dia.	38.04	2.14	88.68	4.00
	500 mm dia.	41.84	2.31	97.81	4.30
	600 mm dia.	54.52	4.00	131.71	6.13
	700 mm dia.	67.19	4.30	177.35	12.12
	800 mm dia.	92.55	6.59	209.96	12.12