Tender For Canal Water Based Water Supply Project For Construction Of 5.0 Mld Water Treatment Plant (Wtp) And Other Related Works Including 5 Years Operation And Maintenance (Part-2) At Mallanwala Khass, District : Ferozepur, Punjab Under Amrut 2.0 S, Ferozepur-Punjab

TDR : 52939715

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Ferozepur , Punjab

Tender Brief : Tender For Canal Water Based Water Supply Project For Construction Of 5.0 Mld Water Treatment Plant (Wtp) And Other Related Works Including 5 Years Operation And Maintenance (Part-2) At Mallanwala Khass, District : Ferozepur, Punjab Under Amrut 2.0 S

Document Fees
₹ 1000 /-

EMD
₹ 1876000.0 /-

Tender Value
₹ 18.76 Crore /-

Submission Date
05-01-2026

Competition Type
Indian

Bidding Type
Tender

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1	STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme Volume - 3 Project Value: Capital cost: Rs. 1518.16 Lakh 5 Years\" O&M: Rs. 358.15 Lakh Price Bid February, 2025 NIT No.: Date: Name of Work: Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme Name of Bidder:
2	Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works Part-2
3	5 Years\" Operation and Maintenance of WTP and other related components of Part 2. Estimate Amount (1 +2 ) (In Rs): 187631585.0 Enter Rate below without (+), (-) and (%) symbols For \"At Par\" Rate, Enter Zero. 1876.31585 Percentage Above/Below/At Par Select % Amount as per percentage quoted, Percentage Rate (1+2) (Amount in Rs) 0.0 Amount In Words No Rupees and No Paise Provisional Sum (Not part of bidding) Rs in Lakh = 474.3531724879758 2350.669022487976 Name of Work: Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme Details Summary WTP Part-2 S.No Particulars Total Amount (Rs) Capital Works: Percentage Rate I ) Civil works :
4	Canal Intake : i) RCC Valve Chamber near Canal 300726.0 ii) Rising main from Canal to Concrete Channel 229526.0 iii) Raw Water Concrete Channel 465620.0 iv) RWR Intake Well & Pumping machinery room, Panel room and Meter room 2611032.0 v) Boundary wall with Wire fencing at Intake Pumping Station 487134.0
5	Raw Water Transmission main : i) Raw water transmission main : DI K-7: 1080 m 8719789.0 ii) Crossing 7294.0
6	Raw water S & S Tank : i) Raw Water Storage and Sedimentation (S &S ) Tank with Ramp 25616855.0 ii) Raw Water Inlet Chamber to S & S Tank - I 236118.0 iii) Raw Water Inlet Chamber to S & S Tank - II 197275.0 iv) Raw Water Outlet Valve Chamber 350005.0 v) Construction of supporting RCC columns for Solar Panel 1661759.0
7	Raw water sump and Pumping station : i) Raw water sump 1084234.0 ii) Pumping machinery,Panel room & Store room 1149735.0
8	Water Treatment Plant : i) Capacity : 5 MLD (22 Hrs @227.08 KLH) 23004130.0
9	Chlorine Contact tank : i) Chlorine Mixing Chamber 394130.0 ii) Valve Chamber 432033.0 iii) Chlorine Contact tank 1463042.0
10	Clear Water Reservoir : ( CWR ) i) Clear Water Reservoir with Compartment 6830016.0 ii) CWR Sump and Pumping station,Panel Room : 1351121.0
11	Clear Water Transmission Main : DI K-7, i) Clear water transmission main : DI K-7: 8379 m 37975860.0 ii) Minor Crossing 7294.0 iii) National / State Highway crossing (Thrusting/ Trenchless) 2705850.0
12	Distribution line within WTP premises ( DI K-7 100 mm.i/d, L =80 m) and uPVC 40 mm.i/d. Length =100.0m
13	WTP Boundary wall = 650m A PART A : ( Rs.Lakh) Civil works +WTP 121855461.0 II ) Mechanical Works :
14	Raw water pump : Intake well to S & S Reservoir
15	Raw water pump :S&S Reservoir to WTP
16	Dewatering Pumps: In S&S Reservoir
17	Clear water pump : Clear water Reservoir to OHSR B PART B : ( Rs.Lakh) Mechanical works 13550157.0 III ) Electrical,Instrumentation & SCADA works :
18	Intake Pumping Station
19	Raw Water Pumping Station
20	Clear Water Pumping Station
21	Sub-Station for Raw & Clear water Pumping Station and WTP
22	SCADA for Intake, Raw Water & Clear Water Pumping Station, WTP & Sub-Station C PART C : ( Rs.Lakh) Electrical, Instrumentation & SCADA Works 16410611.0 Estimate Amount (Part A, B & C,) (In Rs): 151816229.0
23	PART D : 5 Years\" Operation and Maintenance E Provisional Sum (Not part of bidding) Rs. In Lakh a Provisional Sum (Capital Cost) Rs in Lakhs : 323.751282395112 b PWSSB Charges and Cess,Rs in Lakhs : 150.6018900928638 Total Provisional Cost Rs in Lakhs (Not part of bidding) 474.3531724879758 Part-2: Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme Provisional Sum S.no. Description Unit Qty Cost (Rs in Lakh) (A) Provisional Sum (Capital Cost) :
24	Price Escalation = 3.75 % of Capital Cost ( @ 7.50 % per annum and average 3.75% per year)
25	Contingencies on Capital Cost
26	Permission & execution / BT Bill of Railway
27	Permission / BT Bill of National Highway (10m CWR) National Highway (NH) : Bank Guarantee = 2.20 LakhsLicense fee = 1.20 LakhsLS = 1.60 Lakh
28	Permission / BT Bill of B & R deposit/Nallah crossing: (8379m CWR) +(1150m RWR)B&R Road Cutting & Restoration: KC: at Rs.300 / sqm : 9529x1.25 = 11911.25 sqm=Rs.35.73 Lakh
29	Shifting of Utilities ( Electric Poles,W/S.and Sewerage Pipeline,Other Service Utilities) Permission / BT Bill of Forest dept. 10.0
30	Permission / BT Bill of Mandi Board. BT Type Road Irrigation Deposit work Charges for providing Raw Water and Construction of Cross regulator if there is no existing cross regulator (01 no. Canal crossing) 40.0
31	Electrical connections charges : a Intake Pumping station 2.98853 b Sub Station 14.93438 Sub Total (A) Provisional Sum 323.751282395112
32	(B) PWSSB Charges and Cess : a Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 0.01 15.181642146458046 b PWSSB Charges @ 6 % on Capital Cost 0.06 91.08985287874827 c Third Party Inspection Charges @ 0.92% 0.0092 13.967110774741402
33	Cess : a Culture Cess @ 1% ( For works more than 15 Crore on PWSSB works and Nil for Local Govt. works ) 1% 15.181642146458046 b Cancer Cess @ 1% ( For works more than 15 Crore) 1% 15.181642146458046 Sub Total (B) PWSSB Charges and Cess 150.6018900928638 Total : Provisional Sum (Not part of bidding) 474.3531724879758 RCC Valve Chamber near Canal Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Earthwork in excavation : 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
34	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a) Extra depth excavation : > 1.50 m.
35	6.19 Rate for loading : 4.1 (A ) Stone (building or pitching),Sand,Earth,Fly Ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal.
36	Carriage of Earth : 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
37	2 nd and 3 rd chain,per chain of 30 meters.
38	For subsequent chain per chain of 30 meters up to 0.50 km
39	CC 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
40	ii M-30 :
41	10.17 Shuttering :
42	9.1 C / shuttering :
43	9.2 C / shuttering :
44	9.8 Steel :
45	18.18 PVC Foot Steps :
46	29.35 RCC Manhole cover with frame : 29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD) A RCC Man hole cover with frame a 560 mm.i/d.RCC Man hole cover with frame as per ISI
47	ii Sluice Valve : 28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.) B Class PN-1.6 as per ISI Sluice Valves flanged.(mm.i/d)
48	(f ) D / F Pipe : 28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. Pipe lines laid complete. mm.i/d.
49	g GI Pipe : ( Rising pipe for Valve Operation) 28.35 Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete. mm.i/d.
50	b Diff.in Rates of Materials :
51	From Mirthal 180 km
52	From Lohand Khad 220 km
53	Carriage of Materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
54	From Mirthal 180 km
55	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 229830.0 0.0535 12296.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 242126.0 1.Capital Works \" NON CSR based Items CI-D Joint : NSRUIDP SOR 2022-23Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 19.56.7 300 mm dia PN-1.0 Each 2.0 11900.0 Eleven Thousand Nine Hundred Rupees and No Paise 23800.0 Puddle Collar : NSRUIDP SOR 2022-23Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer
56	19.63.7 Capital Works \" NON CSR based Items ( In Rs) 58600.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 242126.0 Non - CSR based amount ( In Rs) 58600.0 Total : CSR + Non CSR Amount : ( Rs) 300726.0 Rising Main up to Raw Water Channal Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Earthwork in excavation : Excavation : ( Manually) 28.1 Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a) Earthwork upto 1.50 mt.Depth.
57	i Excavation : (Mech.) 28.2 Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. (a) Earthwork upto 1.50 mt.Depth.
58	i DI K-7 Pipes : 28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring. A DI pipe as per IS 8329 DI-K7
59	(f) DI Specials : 28.25 Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.
60	a Capital Works \" CSR based Items ( In Rs) 217870.0 0.0535 11656.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 229526.0 Total : CSR Amount : ( Rs) 229526.0 Rising Main up to Raw Water Channal Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Excavation : 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
61	i Extra depth : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a) Extra depth excavation :
62	6.19 Loading :
63	4.1 ( A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
64	2 nd and 3 rd chain,per chain of 30 meters
65	For subsequent chain per chain of 30 meters up to 0.50 km
66	CC.1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
67	ii M-30 :
68	10.17 M-30 : (>4.0 m) 10.49 Extra for RCC work done above 4 meters height (where any single storey exceeds 4 meters in height) for every additional height of 1 meters or thereof. > 4.0 mt.height Walls concrete : 4.0 - 5.0 m cum 1.2389999999999992 5743.0 Five Thousand Seven Hundred Forty Three Rupees and No Paise 7116.0 5.0 - 6.0 m cum 1.2389999999999992 5788.0 Five Thousand Seven Hundred Eighty Eight Rupees and No Paise 7171.0 Shuttering : ( Raft foundation)
69	9.1 C / shuttering : ( Walls)
70	9.2 Extra rate for shuttering :
71	9.16 C /shuttering : (Platform slab for operation of Manual screen)
72	9.8 Steel :
73	18.18 Safety foot rest :
74	29.35 MS Railing for Operation platform Bar screen :
75	18.3 Sluice Valve : 28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.) B Class PN-1.6 as per ISI Sluice Valves flanged.(mm.i/d)
76	(f ) D / F Pipe : 28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. Pipe lines laid complete. mm.i/d.
77	g GI Pipe : ( Rising Pipe for Valve Operation) 28.35 Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete. mm.i/d.
78	b Diff. Rates of materials :
79	From Mirthal 180 km
80	From Lohand Khad 220 km
81	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
82	From Mirthal 180 km
83	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 386350.0 0.0535 20670.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 407020.0 1.Capital Works \" NON CSR based Items CI-D Joint : NSRUIDP SOR 2022-23Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 19.56.7 300 mm dia PN-1.0 Each 2.0 11900.0 Eleven Thousand Nine Hundred Rupees and No Paise 23800.0 Puddle Collar : NSRUIDP SOR 2022-23Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer
84	19.63.7 Capital Works \" NON CSR based Items ( In Rs) 58600.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 407020.0 Non - CSR based amount ( In Rs) 58600.0 Total : CSR + Non CSR Amount : ( Rs) 465620.0 RWR Intake well & Pumping Machinery room, Panel room & Meter room Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Earthwork excavation : 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
85	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
86	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
87	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
88	2 nd and 3 rd chain,per chain of 30 meters
89	For subsequent chain per chain of 30 meters up to 0.50 km
90	C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
91	ii M-30 : Plinth level
92	10.17 M-30 : Plinth level > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof. M-30 : > 4.0 m
93	Shuttering : ( Raft foundation)
94	9.1 C / Shuttering : ( Walls)
95	9.2 C / Shuttering > 4.0 m.height : ( Walls) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof. sqm
96	C / Shuttering : (Columns)
97	9.4 C / Shuttering > 4.0 m.height : ( Columns) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof. sqm C / Shuttering > 4.0 m.height : ( Columns)
98	C / Shuttering : (Slab)
99	9.8 Steel :
100	18.18 PVC Foot Steps :
101	29.35 Note : PVC foot Steps are provided at ( 1+1=2) locations RCC Manhole cover with frame : 29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD) A RCC Man hole cover with frame a 560 mm.i/d.RCC Man hole cover with frame as per ISI
102	ii Diff.rates of materials :
103	From Mirthal 180 km
104	From Lohand Khad 220 km
105	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
106	From Mirthal 180 km
107	From Lohand Khad 220 km 1342114.0 Intake Pumping Station & Panel Combined 1413917.099 Brick masonary work (1:5) : ( H = 4.0 m)
108	11.6 Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m ) 11.29 b Extra for work above 4 meters ( where any single storey exceeds 4 meters in height 0 for every additional height of 2 meters or part thereof for Brick Work / concrete Block / Clay Block
109	CC 1:2:4 : 10.13 Cement concrete 1:2:4 (a) with stone ballast or shingle
110	ii DPC :
111	10.26 M-30 :
112	10.22 > 4.0 m M-30 : 10.22 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. Extra height Concrete : 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.
113	Steel :
114	18.18 C / Shuttering : (Columns)
115	9.4 C / Shuttering > 4.0 m.height : ( Columns) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height0 for every additional height of 1 metres or part thereof.
116	C/shuttering : 9.8 Centering and Shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof. C / Shuttering > 4.0 m.height : 4.0 -5.0 m
117	C/shuttering : ( Lintels)
118	9.6 CP 12.5 mm.thk. : (1:4)
119	15.9 CP 12.5 mm.thk. : (1:2)
120	15.7 Painting : White washing :
121	16.3 Preparation of plastered surface :
122	16.6 Distempering :
123	16.7 Oil Bound Distemper :
124	16.1 Earth filling under floors :
125	6.8 / (a) / (ii) Ironite flooring:
126	14.4 CC 1:4:8 Base for Ironite flooring: CC 1:4:8 : 10.11 Cement concrete 1:4:8 (a) with stone ballast 20 mm.gauge
127	ii Steel windows and Ventilators : 18.2 Supplying openable steel windows of stanard rolled steel Z-sections, joints mitred and electrically flash welded with iron fittings including necessary iron handles,Peg-stay catchers,bolts,iron plugs and pressed steel projected hinges and glazing clips,complete ( Excluding glazing) and finished with two coats of ready mixed paint red lead non setting primer.
128	(b) Fixing :
129	18.23 Glass panes : 18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
130	(a) Doors Shutter : 17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)
131	(a) Aluminium Fittings : 17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles,Stoppers and screw etc.for these fittings.(Excluding sliding bolt)
132	(ii) Steel Chowkats : 18.24 Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.
133	(c) Rolling Shutter :
134	18.11 (a) Parapet Wall :
135	11.36 CC 1:2:4 : ( Coping ) 10.13 Cement concrete 1:2:4 (a) with stone ballast or shingle
136	ii CC gola :
137	13.55 Top Khurra :
138	13.45 Bottom Khurra :
139	13.51 Drip Course :
140	11.42 Dry Brick edge paving :
141	14.18 CI Rain water pipes :
142	13.41 CI head :
143	13.42 CI shoes :
144	13.43 Embedding of CI Rain water pipes :
145	13.44 Meter Room Above GL Excavation : 6.7 Earthwork in excavation of foundations of bridges,culverts,building including handling of materials with combined lead of 15 metres dressing of bed and sides stacking the excavated soil clear from the edge of excavation and subsequent filling around
146	(a) CC 1:2:4 : 10.13 Cement concrete 1:2:4 (a) With stone ballast or shingle
147	ii M-30 : Plinth level
148	10.17 Steel :
149	18.18 Brick Masonary work in cm 1:5 : (plinth level)
150	11.5 Difference rates of materials :
151	From Mirthal 180 km
152	From Lohand Khad 220 km
153	From Firozpur
154	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
155	From Mirthal 180 km
156	From Lohand Khad 220 km
157	Capital Works \" CSR based Items ( In Rs) 2478436.0 0.0535 132596.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 2611032.0 Total : CSR Amount : ( Rs) 2611032.0 Intake Boundary wall Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Excavation :
158	6.19 CC 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
159	ii M-30 :
160	10.17 Steel :
161	18.18 Shuttering :
162	9.1 Back up Qty : C / shuttering : ( Columns)
163	9.4 C / shuttering : ( Beams)
164	9.6 115 mm.thk.BBM :
165	11.36 CP 20 mm.thk. :
166	15.2 White wash :
167	16.3 Dry distemper :
168	16.7 Sliding Shutters :
169	18.9 Diff.in Rates of materials :
170	From Mirthal 180 km
171	From Lohand Khad 220 km
172	From Firozpur
173	Carriage of Materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
174	From Mirthal 180 km
175	From Lohand Khad 220 km
176	Capital Works \" CSR based Items ( In Rs) 444057.0 0.0535 23757.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 467814.0 1.Capital Works \" NON CSR based Items Barbed wire fencing : 1.2 Meter High G.I.Barbed Wire fencing
177	NS (Rate analysis based on CSR item no.24.43 ) Capital Works \" NON CSR based Items ( In Rs) 19320.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 467814.0 Non - CSR based amount ( In Rs) 19320.0 Total : CSR + Non CSR Amount : ( Rs) 487134.0 Raw Water Transmission DI K7 Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Excavation : ( Manually) 28.1 Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a) Earthwork upto 1.50 mt.Depth.
178	i Excavation : (Mech.) 28.2 Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. (a) Earthwork upto 1.50 mt.Depth.
179	i DI K-7 Pipes : 28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring. A DI pipe as per IS 8329 DI-K7
180	(f) DI Specials : 28.25 Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.
181	a D / F Pipe : 28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.
182	g Scour Valve : 28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.) B Class PN-1.6 as per ISI Sluice Valves flanged.(mm.i/d)
183	(b ) Valve chambers : 28.66 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
184	a Diff.rates of materials :
185	From Mirthal 180 km
186	From Lohand Khad 220 km
187	From Firozpur
188	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
189	From Mirthal 180 km
190	From Lohand Khad 220 km
191	Bailing out of water : 28.49 Bailing out water from the trenches for making new connections in existing pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge.
192	a Capital Works \" CSR based Items ( In Rs) 8239516.0 0.0535 440814.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 8680330.0 1.Capital Works \" NON CSR based Items Air Valve : NS Based on PHED Rajasthan 2023Code no.6.6 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide-HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 6.6.1 Class PN 1.0
193	6.6.1.1 Capital Works \" NON CSR based Items ( In Rs) 39459.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 8680330.0 Non - CSR based amount ( In Rs) 39459.0 Total : CSR + Non CSR Amount : ( Rs) 8719789.0 Crossing Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount 1.Capital Works \" CSR based Items 18.1 Steel work,fixed independentally without connecting plates, including cutting,hoisting and fixing in position.
194	18.15
195	16.17 Capital Works \" CSR based Items ( In Rs) 6924.0 0.0535 370.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 7294.0 Total : CSR Amount : ( Rs) 7294.0 Raw Water Storage and Sedimentation (S &S ) Tank with Ramp Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Earthwork excavation : 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
196	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
197	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
198	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
199	2 nd and 3 rd chain,per chain of 30 meters
200	For subsequent chain per chain of 30 meters up to 0.50 km
201	C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
202	ii M-30 :
203	10.17 M-30 : > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.
204	Shuttering : ( Raft foundation - S & S tank)
205	9.1 C / Shuttering : ( Walls - S & S tank)
206	9.2 C / Shuttering > 4.0 m.height : ( Walls - S & S tank) ( 4.0 - 5.0 m) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height for every additional height of 1 metres or part thereof.
207	Steel :
208	18.18 PVC Foot Steps :
209	29.35 RAMP CONSTRUCTION : C / Shuttering : (Columns - Ramp)
210	C / Shuttering : (Columns - Ramp)
211	9.4 C / Shuttering : (Beam)
212	9.6 C / Shuttering : (Slab - Ramp)
213	9.8 Back up Qty. Sliding Shutters : ( At Ramp Approach)
214	18.9 Difference in Rates of materials :
215	From Mirthal 180 km
216	From Lohand Khad 220 km
217	Carriage of Materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
218	From Mirthal 180 km
219	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 24315952.0 0.0535 1300903.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 25616855.0 Total : CSR Amount : ( Rs) 25616855.0 Raw Water Inlet Chamber to S & S Tank-I Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Earthwork in excavation : (Mechanically) 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
220	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
221	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
222	4.1 (A) C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
223	ii M-30 : (plinth)
224	10.17 Shuttering :
225	9.1 C / Shuttering : ( walls)
226	9.2 C / Shuttering : ( slab)
227	9.8 Steel :
228	18.18 PVC Foot Steps :
229	29.35 RCC Manhole cover with frame : 29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD) A RCC Man hole cover with frame a 560 mm.i/d.RCC Man hole cover with frame as per ISI
230	ii Sluice Valve : 28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.) B Class PN-1.6 as per ISI Sluice Valves flanged.(mm.i/d)
231	(f ) D / F Pipe : 28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. Pipe lines laid complete. mm.i/d.
232	g GI Pipe : ( Rising Spindle for Valve Operation) 28.35 Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete. mm.i/d.
233	b Diff.rates of materials :
234	From Mirthal 180 km
235	From Lohand Khad 220 km
236	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
237	From Mirthal 180 km
238	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 168503.0 0.0535 9015.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 177518.0 1.Capital Works \" NON CSR based Items CI-D Joint : NSRUIDP SOR 2022-23Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
239	19.56.7 Puddle Collar : NSRUIDP SOR 2022-23Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer
240	19.63.7 Capital Works \" NON CSR based Items ( In Rs) 58600.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 177518.0 Non - CSR based amount ( In Rs) 58600.0 Total : CSR + Non CSR Amount : ( Rs) 236118.0 Raw Water Inlet Chamber to S & S Tank-II Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Earthwork in excavation : (Mechanically) 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
241	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
242	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
243	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
244	2 nd and 3 rd chain,per chain of 30 meters
245	For subsequent chain per chain of 30 meters up to 0.50 km
246	C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
247	ii M-30 : (plinth)
248	10.17 Shuttering :
249	9.1 C / Shuttering : ( walls)
250	9.2 C / Shuttering : ( slab)
251	9.8 Steel :
252	18.18 PVC Foot Steps :
253	29.35 RCC Manhole cover with frame : 29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD) A RCC Man hole cover with frame a 560 mm.i/d.RCC Man hole cover with frame as per ISI
254	ii Sluice Valve : 28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.) B Class PN-1.6 as per ISI Sluice Valves flanged.(mm.i/d)
255	(f ) D / F Pipe : 28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. Pipe lines laid complete. mm.i/d.
256	g GI Pipe : ( Rising Spindle for Valve Operation) 28.35 Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete. mm.i/d.
257	b Diff.rates of materials :
258	From Mirthal 180 km
259	From Lohand Khad 220 km
260	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
261	From Mirthal 180 km
262	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 131633.0 0.0535 7042.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 138675.0 1.Capital Works \" NON CSR based Items CI-D Joint : NSRUIDP SOR 2022-23Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
263	19.56.7 Puddle Collar : NSRUIDP SOR 2022-23Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer
264	19.63.7 Capital Works \" NON CSR based Items ( In Rs) 58600.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 138675.0 Non - CSR based amount ( In Rs) 58600.0 Total : CSR + Non CSR Amount : ( Rs) 197275.0 Raw Water Outlet Valve Chamber Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Earthwork in excavation : (Mechanically) 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
265	i The excavation depth is coming only up to 2.45 m. Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
266	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
267	4.1 (A) C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
268	ii M-30 :
269	10.17 M-30 : > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.
270	Shuttering :
271	9.1 C / Shuttering : ( walls)
272	9.2 C / Shuttering > 4.0 m 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 meters or part thereof.
273	C / Shuttering : ( slab)
274	9.8 Steel :
275	18.18 PVC Foot Steps :
276	29.35 RCC Manhole cover with frame : 29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD) A RCC Man hole cover with frame a 560 mm.i/d.RCC Man hole cover with frame as per ISI
277	ii Sluice Valve : 28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.) B Class PN-1.6 as per ISI Sluice Valves flanged.(mm.i/d)
278	(f ) D / F Pipe : 28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. Pipe lines laid complete. mm.i/d.
279	g GI Pipe : ( Rising Spindle for Valve Operation) 28.35 Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete. mm.i/d.
280	b Diff.rates of materials :
281	From Mirthal 180 km
282	From Lohand Khad 220 km
283	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
284	From Mirthal 180 km
285	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 270532.0 0.0535 14473.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 285005.0 1.Capital Works \" NON CSR based Items CI-D Joint : NSRUIDP SOR 2022-23Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
286	19.56.7 Puddle Collar : NSRUIDP SOR 2022-23Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer
287	19.63.7 Capital Works \" NON CSR based Items ( In Rs) 65000.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 285005.0 Non - CSR based amount ( In Rs) 65000.0 Total : CSR + Non CSR Amount : ( Rs) 350005.0 Columns of 300mm dia (Column Height 6m) for Solar Panel Sl. no. Reference Particulars of Items and details of works Unit Quantity Total Rate Rate ( Rs) in Words Amount (Rs) (Rs)
288	2.0 M-30 :
289	10.17 M-30 : > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.
290	C / Shuttering : ( Columns)
291	9.5 C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
292	Steel :
293	18.18 Diff.rates of materials :
294	From Mirthal 180 km
295	From Lohand Khad 220 km
296	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
297	From Mirthal 180 km
298	From Lohand Khad 220 km Total amount : (Rs) 1577370.0 CSR items amount : (Rs) 1577370.0 Non CSR items amount : (Rs) 0.0 Add 5.35 % over CSR items amount : 0.0535 84389.0 G.Total amount : (CSR items amount + 5.35 % + Non-CSR items amount : (Rs) 1661759.0 RW Sump, Pumping Machinery Room, Panel Room & Store Room Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount 1.Capital Works \" CSR based Items RW Sump Earthwork excavation : 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
299	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
300	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
301	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
302	2 nd and 3 rd chain,per chain of 30 meters
303	For subsequent chain per chain of 30 meters up to 0.50 km
304	10.13 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
305	ii M-30 : Plinth level
306	10.17 M-30 : Plinth level > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof. > 4.0 m
307	Shuttering : ( Raft foundation)
308	9.1 C / Shuttering : ( Walls)
309	9.2 C / Shuttering > 4.0 m.height : ( Walls) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof. C / Shuttering > 4.0 m.height : ( Walls)
310	C / Shuttering : (Columns)
311	9.4 C / Shuttering > 4.0 m.height : ( Columns) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof. sqm
312	C / Shuttering : (Slab)
313	9.8 Steel :
314	18.18 PVC Foot Steps :
315	29.35 Note : PVC foot Steps are provided at 2 locations RCC Manhole cover with frame : 29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer in charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD) A RCC Man hole cover with frame a 560 mm.i/d.RCC Man hole cover with frame as per ISI
316	ii Diff.rates of materials :
317	From Mirthal
318	From Lohand Khad
319	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
320	From Mirthal 180 km
321	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 1029173.0 0.0535 55061.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 1084234.0 Total : CSR Amount : ( Rs) 1084234.0 Pumping Station, Panel Room Combined (Above GL) 1.Capital Works \" CSR based Items Brick masonary work (1:5) :
322	11.6 Brick masonary work (1:5) : > 4.0 m. 11.29 b Extra for work above 4 meters ( where any single storey exceeds 4 meters in height 0 for every additional height of 2 meters or part thereof for Brick Work / concrete Block / Clay Block
323	CC 1:2:4 : 10.13 Cement concrete 1:2:4 (a) with stone ballast or shingle
324	ii CC 1:4:8 : ( Below Ironite flooring) 10.11 Cement concrete 1:4:8 (a) with stone ballast 20 mm.gauge
325	ii DPC :
326	10.26 M-30 :
327	10.22 Extra height Concrete : 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof. Above 4.0 m.height :
328	Steel :
329	18.18 C / Shuttering : (Columns)
330	9.4 C / Shuttering > 4.0 m.height : ( Columns) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.
331	sqm 6.3
332	C/shuttering : 9.8 Centering and Shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof. > 4.0 m.height :
333	C/shuttering : ( Lintels)
334	9.6 CP 12.5 mm.thk. : (1:4)
335	15.9 CP 12.5 mm.thk. : (1:2)
336	15.7 Painting : White washing :
337	16.3 Preparation of plastered surface :
338	16.6 Distempering :
339	16.7 Oil Bound Distemper :
340	16.1 Earth filling under floors :
341	6.8 / (a) / (ii) Ironite flooring:
342	14.4 Steel windows and ventilators : 18.2 Supplying openable steel windows of stanard rolled steel Z-sections, joints mitred and electrically flash welded with iron fittings including necessary iron handles,Peg-stay catchers,bolts,iron plugs and pressed steel projected hinges and glazing clips,complete ( Excluding glazing) and finished with two coats of ready mixed paint red lead non setting primer.
343	(b) Fixing :
344	18.23 Glass panes : 18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
345	(a) Rolling Shutter :
346	18.11 (a) Parapet Wall :
347	11.36 CC 1:2:4 : ( coping ) 10.13 Cement concrete 1:2:4 (a) with stone ballast or shingle
348	ii Cement Concrete 1:2:4 gola :
349	13.55 Top Khurra :
350	13.45 Bottom Khurra :
351	13.51 Drip Course :
352	11.42 Dry Brick edge paving :
353	14.18 CI Rain water pipes :
354	13.41 CI head :
355	13.42 CI shoes :
356	13.43 Embedding of CI Rain water pipes :
357	13.44 Store Room Excavation : 6.7 Earthwork in excavation of foundations of bridges,culverts,building including handling of materials with combined lead of 15 metres dressing of bed and sides stacking the excavated soil clear from the edge of excavation and subsequent filling around
358	(a) CC 1:2:4 : 10.13 Cement concrete 1:2:4 (a) With stone ballast or shingle
359	ii M-30 :
360	10.17 Brick masonary work in cm 1:5 :
361	11.5 Diff.rates of materials :
362	From Mirthal 180 km
363	From Lohand Khad 220 km
364	From Firozpur
365	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
366	From Mirthal 180 km
367	From Lohand Khad 220 km Fine sand : 60 km Cum 15.350000000000001 371.49 Three Hundred Seventy One Rupees and Forty Nine Paise 5702.0 Capital Works \" CSR based Items ( In Rs) 1091348.0 0.0535 58387.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 1149735.0 Total : CSR Amount : ( Rs) 1149735.0 5(i) Water Treatment Plant 5.0 MLD Capacity (22 Hrs @227.08KLH) Sl. No. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount 1.Capital Works \" NON CSR based Items
368	13.2.1PHED, Raj. BSR (2023-24) Capital Works \" NON CSR based Items ( In Rs) 23004130.0 Total : Non CSR Amount : ( Rs) 23004130.0 Mixing Chamber to CWR Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount 1.Capital Works \" CSR based Items Excavation : (Mech.) 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
369	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
370	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
371	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
372	2 nd and 3 rd chain,per chain of 30 meters
373	For subsequent chain per chain of 30 meters up to 0.50 km
374	C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
375	ii M-30 :
376	10.17 M-30 : Plinth level > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.
377	Shuttering :
378	9.1 C / Shuttering : ( walls)
379	9.2 C / Shuttering > 4.0 m.height : ( walls) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height0 for every additional height of 1 metres or part thereof.
380	C / Shuttering : ( slab)
381	9.8 Steel :
382	18.18 PVC Foot Steps :
383	29.35 RCC Manhole cover with frame : 29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD) A RCC Man hole cover with frame a 560 mm.i/d.RCC Man hole cover with frame as per ISI
384	ii Food Grade Epoxy Paint Work : Prepartion of Concrete surface :
385	16.65 Cement Primer :
386	16.31 Difference in rates of materials :
387	From Mirthal 180 km
388	From Lohand Khad 220 km
389	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
390	From Mirthal 180 km
391	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 345576.0 0.0535 18488.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 364064.0 1.Capital Works \" NON CSR based Items Providing and Applying Food grade Epoxy based water proof coat :
392	NS Capital Works \" NON CSR based Items ( In Rs) 30066.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 364064.0 Non - CSR based amount ( In Rs) 30066.0 Total : CSR + Non CSR Amount : ( Rs) 394130.0 Inlet Valve Chamber to CWR Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount 1.Capital Works \" CSR based Items Earthwork in excavation : (Mechanically) 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
393	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
394	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
395	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
396	2 nd and 3 rd chain,per chain of 30 meters
397	For subsequent chain per chain of 30 meters up to 0.50 km
398	C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
399	ii M-30 :
400	10.17 Shuttering :
401	9.1 C / Shuttering : ( walls)
402	9.2 Steel :
403	18.18 PVC Foot Steps :
404	29.35 Pre Cast Slab Cover :
405	CSr based item Sluice Valve : 28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.) B Class PN-1.6 as per ISI Sluice Valves flanged.(mm.i/d)
406	(g ) DI K-7 Pipes : 28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring. A DI pipe as per IS 8329 DI-K7 Pipe lines laid complete. mm.i/d.
407	(g) DI Specials : 28.25 Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.
408	b Qty.: 5% of DI Pipe Cost/ 115.81 GI Pipe : ( Rising Pipe for Valve Operation) 28.35 Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete. mm.i/d.
409	b Diff. rates of materials :
410	From Mirthal 180 km
411	From Lohand Khad 220 km
412	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
413	From Mirthal 180 km
414	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 410093.0 0.0535 21940.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 432033.0 Total : CSR Amount : ( Rs) 432033.0 Chlorine Contact tank Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount 1.Capital Works \" CSR based Items Earthwork excavation : 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. A Depth upto 1.50 m.B.G.L.
415	i Extra depth excavation : 29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)
416	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
417	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
418	2 nd and 3 rd chain,per chain of 30 meters
419	For subsequent chain per chain of 30 meters up to 0.50 km
420	C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
421	ii M-30 :
422	10.17 M-30 : > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.
423	Shuttering :
424	9.1 C / Shuttering : ( Walls)
425	9.2 C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
426	C / Shuttering : ( Columns)
427	9.4 C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
428	C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
429	C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
430	Steel :
431	18.18 Pre Cast Slab Cover over Chamber :
432	Food Grade Epoxy Paint Work : Prepartion of Concrete surface :
433	16.65 Cement Primer :
434	16.31 Diff.rates of materials :
435	From Mirthal 180 km
436	From Lohand Khad 220 km
437	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
438	From Mirthal 180 km
439	From Lohand Khad 220 km Capital Works \" CSR based Items ( In Rs) 1304333.0 0.0535 69782.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 1374115.0 1.Capital Works \" NON CSR based Items Providing and Applying Food grade Epoxy based water proof coat :
440	NSTelengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 Capital Works \" NON CSR based Items ( In Rs) 88927.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 1374115.0 Non - CSR based amount ( In Rs) 88927.0 Total : CSR + Non CSR Amount : ( Rs) 1463042.0 Clear Water Reservoir Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount 1.Capital Works \" CSR based Items Earthwork excavation : 29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. A Depth upto 1.50 m.B.G.L. i All classes of soil except rocky cum 605.6409375000002 83.0 Eighty Three Rupees and No Paise 50268.0 Extra depth excavation :
441	6.19 Loading by Mechanical means : Rate for loading into wagon,Trucks or boats within 15 meters lead.
442	4.1 (A) Carriage of Earth : ( Balance earth Qty) 5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.
443	2 nd and 3 rd chain,per chain of 30 meters
444	For subsequent chain per chain of 30 meters up to 0.50 km
445	C.C. 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
446	ii M-30 :
447	10.17 M-30 : > 4.0 m 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof. cum
448	Brick Masonary Work : 11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level. cum 4.5448 5151.0 Five Thousand One Hundred Fifty One Rupees and No Paise 23410.0 Steel Chowkats : 18.24 Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.
449	(c) SS Handles :
450	17.7 SS Tower Bolts :
451	17.77 CP 12.5 mm :
452	15.7 Painting : White washing :
453	16.3 Distempering :
454	16.7 Shuttering :
455	9.1 C / Shuttering : ( Walls)
456	9.2 C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
457	C / Shuttering : ( Columns)
458	9.4 C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
459	C / Shuttering : ( Beam ) 9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.
460	C / Shuttering > 4.0 m.height : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof. 5.0 - 6.0 m sqm 357.01964438495304 573.0 Five Hundred Seventy Three Rupees and No Paise 204572.0 Staircase Railing :
461	18.3 Steel :
462	18.18 Prepartion of Concrete surface :
463	16.65 Cement Primer :
464	16.31 Diff.Rates :
465	From Mirthal 180 km
466	From Lohand Khad 220 km
467	From Ferozpur
468	Carriage : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
469	From Mirthal 180 km
470	From Lohand Khad 220 km
471	Capital Works \" CSR based Items ( In Rs) 6077794.0 0.0535 325162.0 Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works \" CSR based Items after adding 5.35% ( In Rs) 6402956.0 1.Capital Works \" NON CSR based Items Steel Doors : NSRUIDP SOR 2023 / Code no. 29.12 Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side / top / centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15 x 3 mm lugs, 10 cm long, embedded in cement concrete blocks 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. sqm 4.797 3830.0 Three Thousand Eight Hundred Thirty Rupees and No Paise 18373.0 Steel beading :
472	NS RUIDP SOR 2023 / Code no. 29.13 CI Ventilator Cowl :
473	Chhattisgarh CSR June 2020Item no.26.3 Providing and Applying Food grade Epoxy based water proof coat :
474	NSTelengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Capital Works \" NON CSR based Items ( In Rs) 427060.0 Capital Works CSR based amount after adding 5.35% ( In Rs) 6402956.0 Non - CSR based amount ( In Rs) 427060.0 Total : CSR + Non CSR Amount : ( Rs) 6830016.0 RW Sump and Pumping Machinery Room, Panel Room & Store room Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs) 1.Capital Works \" CSR based Items Pumping station and Panel Combined Brick masonary work (1:5) : ( up to 4.0 m.height)
475	11.6 Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m ) 11.29 b Extra for work above 4 meters ( where any single storey exceeds 4 meters in height 0 for every additional height of 2 meters or part thereof for Brick Work / concrete Block / Clay Block
476	CC 1:2:4 : 10.13 Cement concrete 1:2:4 (a) with stone ballast or shingle
477	ii DPC :
478	10.26 M-30 :
479	10.22 Extra height Concrete : 10.49 Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof. > 4.0 m :
480	Steel :
481	18.18 C / Shuttering : (Columns)
482	9.4 C / Shuttering > 4.0 m.height : ( Columns) 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.
483	C/shuttering : 9.8 Centering and Shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. : 9.16 Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.
484	C/shuttering : ( Lintels)
485	9.6 CP 12.5 mm.thk. : (1:4)
486	15.9 CP 12.5 mm.thk. : (1:2)
487	15.7 Painting : White washing :
488	16.3 Preparation of plastered surface :
489	16.6 Distempering :
490	16.7 Oil Bound Distemper :
491	16.1 Earth filling under floors :
492	6.8 / (a) / (ii) Ironite flooring:
493	14.4 Steel windows and ventilators : 18.2 Supplying openable steel windows of stanard rolled steel Z-sections, joints mitred and electrically flash welded with iron fittings including necessary iron handles,Peg-stay catchers,bolts,iron plugs and pressed steel projected hinges and glazing clips,complete ( Excluding glazing) and finished with two coats of ready mixed paint red lead non setting primer.
494	(b) Fixing :
495	18.23 Glass panes : 18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
496	(a) Doors Shutter : 17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)
497	(a) Aluminium Fittings : 17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles,Stoppers and screw etc.for these fittings.(Excluding sliding bolt)
498	(ii) Steel Chowkats : 18.24 Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.
499	(c) Rolling Shutter :
500	18.11 (a) Parapet Wall :

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Tender For Canal Water Based Water Supply Project For Construction Of 5.0 Mld Water Treatment Plant (Wtp) And Other Related Works Including 5 Years Operation And Maintenance (Part-2) At Mallanwala Khass, District : Ferozepur, Punjab Under Amrut 2.0 S, Ferozepur-Punjab

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Tender For Canal Water Based Water Supply Project For Construction Of 5.0 Mld Water Treatment Plant (Wtp) And Other Related Works Including 5 Years Operation And Maintenance (Part-2) At Mallanwala Khass, District : Ferozepur, Punjab Under Amrut 2.0 S, Ferozepur-Punjab

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