Tender For Augmentation And Rehabilitation Of Water Supply System By Providing Tap Connections And Distribution Network At Mamdot, District Ferozepur Under Amrut 2.0 Scheme, Ferozepur-Punjab

TDR : 55873891

Tender Notice
BOQ

13 Days Left

Ferozepur , Punjab

Tender Brief : Tender For Augmentation And Rehabilitation Of Water Supply System By Providing Tap Connections And Distribution Network At Mamdot, District Ferozepur Under Amrut 2.0 Scheme

Document Fees
₹ 1000 /-

EMD
₹ 587000.0 /-

Tender Value
₹ 5.87 Crore /-

Submission Date
22-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	NIT No.: Date: STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Mamdot, District Ferozepur under AMRUT 2.0 Scheme . Volume - 3 Project value: Part - A, B & C Percentage Rate Rs. 587.40 Lakh Price Bid May, 2026 NIT No.: Date: Name of Work :- Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Mamdot, District Ferozepur under AMRUT 2.0 Scheme Name of Bidder: General Summary S.No Particulars Total Amount (Rs) Capital Works: Percentage Rate
2	CIVIL (PART-A)
3	MECHANICAL (PART-B)
4	ELECTRICAL (PART-C) Estimate Amount (Part A, B & C) (In Rs): 58739141.01339787 Enter Rate below without (+), (-) and (%) symbols For \\"At Par\\" Rate, Enter Zero. 587.3914101339788 Percentage Above/Below/At Par Select % Amount as per percentage quoted, Percentage Rate (Part A, B & C) (Amount in Rs) 0.0 Provisional Sum (Not part of bidding) Rs in Lakh = 136.9034947468447 Provisional Sum Sr. No. Description Amt. (Rs.lakh) (A) Provisional Sum : (Capital Cost) Any other work or pipeline to be replaced or new line in newly developed area to be incorporated = 1 % of Dist.Pipeline Cost 0.01 3.5194408099050563 Price Escalation = 3.75 % of Capital Cost(@ 7.50 % per annum and average 3.75% per year) 0.0375 22.02716534622216 Contingencies = 0.5 % of Capital Cost 0.005 2.936955379496288 New Electrical Connection Charges: New Tube Well (50 HP) 2.0 3.64606 Permission of BT Bill under (B & R)Along road (Pakka): 0.9 m x 1662 m = 1495.8 sqm x Rs.3600/ sqm 53.8488 Forest Permission:Along road (KC): 0.9 m x 1631 m =1631 sqm x Rs.300/ sqm 4.4037 Sub Total (A) Provisional Sum 90.3821215356235 (B) PWSSB Charges and Cess : Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 0.01 5.873910758992576 PWSSB ( Admin ) Charges @ 6 % on Capital Cost 0.06 35.24346455395545 Third Party Inspection Charges @ 0.92% 0.0092 5.403997898273169 Sub Total (B) PWSSB Charges 46.521373211221196 Provisional Sum (Not part of bidding) Amt. (Rs.lakh) 136.9034947468447 CIVIL WORKS S.No. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs) 1. Capital Works ' CSR based Items (Part -A) - CIVIL Sub-Head: No. I - Drilling of Tube Well Excavation for Pits :
5	6.19 Reverse Rotary Rig : 28.85 A Drilling of 675 mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect.
6	(b) Housing Pipe : (MS) 28.74 B Supplying, lowering of MS Pipe as per IS: 4270 - 2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore compete in all respect.
7	(b) Well Casing Pipe : 28.74 A Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.
8	(d) Well Screen Pipe : 28.75 A Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore.
9	(o) Clamp :
10	28.77 Taper : 28.79 C Providing and fixing M.S. taper/ reducer made out of 6mm thick M.S. sheet complete in all respect.
11	b 28.76 Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect.
12	(c) Centering Guide :
13	28.89 Bail Plug :
14	28.79 B 28.8 Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.
15	(e) Wooden Box :
16	28.78 Develp. & Stabilz.of TW : (Air Compressor) 28.81 Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
17	(b) Develp. & Stabilz.of TW : (Submersible Pump)
18	28.82 Making Temporary Water Supply Arrangement : 28.86 Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore & packing of gravel
19	Supplying of Gravel of 1/16\\" to 1/8\\" size :
20	28.88 Well Cap : 28.8 Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.
21	(f) Carriage of Materials : 5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kanker and Building Rubbish, Earth. Gravel :
22	Making Electric Logging of Borehole :
23	28.87 Sub-Head: No. II - Pump Chamber for Tube Well Earthwork excavation :
24	6.6 CC 1:6:12 : 10.8 Cement concrete 1:6:12 (b) With stone aggregate 40 mm gauge
25	ii Brick work in CM 1:7 :
26	11.1 (i) DPC 40 mm.thick :
27	10.26 Brick Work in CM 1:5 :
28	11.6 DPC 20 mm.thick : 15.50 (a) 20 mm. thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg/sqm. Laid hot and sanded.
29	(a) M-20 :
30	10.2 Specially Moulded Brick work :
31	11.64 Doors & Windows Shutter : 17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokescleats and cords etc. completeflies in position.(Single Leaf)
32	(a) Wire Gauge : 17.17 (ii) Wire gauge door shutter with Kail wood without springs housed in chowakats. ( Single Leaf)
33	(a) Aluminium Fittings : 17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles and screw etc.for these fittings.(Excluding sliding bolt)
34	(ii) Iron Work for Grills :
35	18.4 For Window Iron Grills. Earth Filling :
36	6.8 (a) (i) Steel Work : 18.1 Steel work ,fixed independently without connecting plates,including cutting,hoisting and fixing in position.
37	(c) Centering and Shuttering for Roof :
38	9.8 Centering and Shuttering for Beam :
39	9.6 Conglomerate Floor :
40	14.9 Floating Coat :
41	14.4 Primer Coat :
42	16.16 Painting :
43	16.17 Primer Coat :
44	16.2 CC Gola :
45	13.55 CP in CM 1:4 :
46	15.9 Skirting :
47	14.16 Terracing :
48	13.13 (i) White wash :
49	16.3 Safety foot rest :
50	29.35 Rain water pipe :
51	13.74 PVC line : 28.12 Providing and laying,jointing,fixing and testing ISI Marked uPVC Pipe Lines as per IS:4985-2000, including specias such as tees,bends,sockets,elbows etc. cutting,testing (including cost of specials) in the ground complete in all respects. B UPVC Pipe 6Kgf/cm2
52	b Upvc Bend : 13.75 Providing and fixing 110 mm. dia. U.P.V.C bend for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.
53	(a) Upvc Coupling/socket : 13.76 Providing and fixing 110 mm. dia. U.P.V.C Coupling / Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.
54	(a) Distemper :
55	16.7 Cement Primer :
56	16.31 Exterior Paint :
57	16.13 Prepartion of Plastered Surface :
58	16.6 Top Khurra :
59	13.45 Steel :
60	18.18 Steel Chowkats : 18.24 Supply Pressed Steel Frames ( Chowkats) consisting of 18 gauge (1.25 mm. thick steel sheet of the specified section),including iron lugs ( hold fasts),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.
61	(c) Glass Panes : 18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
62	(b) Ceiling Plaster :
63	15.43 Construction of Gravel Pit :
64	28.64 Diff. Rates of materials :
65	From Mirthal 244 km
66	From Lohand Khad 249 km
67	Ferozepur
68	Ferozepur
69	Carriage of materials : 5.2 (i) Earth, Surkhi, Sand, earth, fly ash, bajri,ballast, stone boulders, kankar and building rubbish, earth
70	From Mirthal 244 km
71	From Lohand Khad 249 km Fine sand : (15 km) Cum 9.967031142 125.1044 One Hundred Twenty Five Rupees and Ten Paise 1246.9194508012247 4517.7 Sub-Head: No. III - Distribution Network (New) 772915.488525569 41350.978636117936 814266.4671616869 1.0 Excavation : 818784.1671616868 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.
72	i 20% of total excavation qty 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.
73	i 80% of total excavation qty DI K-7 : 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
74	(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.
75	b Qty.: 3.50 % of DI Pipe Cost Sluice Valve : 28.27 B 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 :
76	(f) Fire Hydrants : 28.28 Providing & fixing Fire hydrants with jointing including all carriages complete.(without Fire Hydrant surface box) Size : 80 mm. complete in all respect.
77	(b) 8.0 Jointing of DI pipes : For Specials : 28.1 Jointing of D.I.Pipe and Specials with rubber tyton joints fitted complete excluding the cost of rubber gasket including testing etc.complete in all respect.(Note : This Item will be paid as per site requirement.)
78	(f) 9.0 CI Surface Boxes :
79	28.32 10.0 C.I.Indicating Plates : 28.33 Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge. Each 48.0 239.39 Two Hundred Thirty Nine Rupees and Thirty Nine Paise 11490.72 11.0 Masonary Sluice Valve Chamber : 28.66 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. a Size 0.6 x 0.6 mtr Each 43.0 5305.96 Five Thousand Three Hundred Five Rupees and Ninety Six Paise 228156.28 SV : 100 & 150 mm.dia. FH : Size : 80 mm. b Size 0.9 x 0.9 mtr Each 5.0 7828.67 Seven Thousand Eight Hundred Twenty Eight Rupees and Sixty Seven Paise 39143.35 SV :above 150 mm.dia. Difference in Rates of materials for valve chambers : Bajri : Cum 20.75 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -4728.178000000001 From Mirthal 244 km Coarse sand : Cum 14.530000000000001 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise -2089.367503999998 From Lohand Khad 249 km Bricks : 1000 no 17.669999999999998 164.14104019039962 One Hundred Sixty Four Rupees and Fourteen Paise 2900.372180164361 From Ferozpur Steel Qtl 4.67 1020.6501592000001 One Thousand Twenty Rupees and Sixty Five Paise 4766.436243464001 Extra rate for OPC Cement Bags 157.3 26.219683840000002 Twenty Six Rupees and Twenty Two Paise 4124.356268032001 Carriage of Materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth Bajri : Cum 20.75 745.255 Seven Hundred Forty Five Rupees and Twenty Six Paise 15464.04125 From Mirthal 244 km Coarse sand : Cum 14.530000000000001 753.2907 Seven Hundred Fifty Three Rupees and Twenty Nine Paise 10945.313871 From Lohand Khad 249 km Fine sand : (15 km) Cum 6.84 125.1044 One Hundred Twenty Five Rupees and Ten Paise 855.7140959999999 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. a Connection with pipe line Upto 300mm i/d Each 40.0 947.82 Nine Hundred Forty Seven Rupees and Eighty Two Paise 37912.8 Sub-Head: No. IV - House Service Connection Without Water Meter 33407126.814476088 1787281.2845744707 35194408.09905056 Earthwork Excavation : 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) Earth work up to 1.5 m.Depth
80	i GM ferrule : 28.34 Providing ISI Marked G.M.ferrule as per IS : 2692,drilling and tapping cast iron pipe lines of all diameters and screwing in Ferrule and connections complete in all respect.
81	(b) Brass Ball Valve : 28.44 Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all charges complete.
82	a GI Union Coupling : 28.4 Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. 1683901.5154
83	a ) Sub-Head: No. V - Dismantle of Road Work 3194284.8568152 Flexible pavements :
84	24.3 (a) Concrete : 8.6 (d) Cement concrete plain 1:2:4 mix Cum 189.0 1365.0 One Thousand Three Hundred Sixty Five Rupees and No Paise 257985.0 8.6 (a) Lime concrete,cement concrete 1:6:12 or leaner mix. Cum 1128.0 412.0 Four Hundred Twelve Rupees and No Paise 464736.0 Dry Brick : 8.19 Dismantling brick or flagged stone flooring without concrete base. Sqmt 274.0 28.0 Twenty Eight Rupees and No Paise 7672.0 IL : 8.43 Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal of unserviceable material to the dumping ground,for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Sqmt 8488.0 107.0 One Hundred Seven Rupees and No Paise 908216.0 1855997.1600000001 99295.84806 1955293.0080600001 Sub-Head: No. VI - Road Restoration Work Earthwork : 6.2 Earth work excavation in ordinary soil exclusive of compensation of earth
85	(a) Restoration of CC.Road : CC.1:2:4 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
86	ii Restoration of CC.Road Base course : CC.1:8:16 10.7 Cement concrete 1:8:16 b With stone aggregates 20 mm gauge ii mixing by mechanical means using concrete mixer volumetric type.
87	Sand Qty :
88	CSR based Item
89	28.48 Carriage of materials : 5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. Carriage of material : (For CC.1:2:4 & 1:8:16) Bajri :
90	Coarse sand :
91	CSR Ref. Difference in rates of materials :
92	iii) Interlock Paver Block : 14.138 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade manufactured by block making machine equipped with steel mmould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design / shape laid in Ordinary Grey Colour and patteren over and including 40 mm thick compacted bed of coarse sand,filling the joints with fine sand etc. all complete as per directions of Engineer-in-charge.
93	Dry Brick Paving : 29.23 First class dry brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses or bond, laid as described in item no. 29.22.Description of Item no.29.22 :First class dry flat brick flooring and paving in ordinary bonded courses or in herring bond or other special courses or bond laid to template over rammed and dressed foundations and to correct longitudinal and cross slopes as shall be required by the Engineer-in-Charge.All joints shall be throughly filled with dry sand grouting which shall be applied to a thickness of not less 20 mm. over the surface of the flooring and brushed in to the joints.All joints shall be fully filled with sand.
94	Compacting Original Ground below embankment :
95	24.4 (b) WBM Grade-II : 24.12 (ii) Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads)Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.
96	WBM Grade-I: 24.11 (ii) Water Bound Macadam Grading I (Without Screening for low volume Roads/ undesigned roads)Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
97	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,Earth,FlyAsh,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth. Carriage of stone aggregate : (For WBM)
98	CSR ref. CSR ref. Less for difference in rates of materials : For stone metal :
99	iv Prime coat @ 0.85 kg per sqm.
100	24.15 Tack coat @ 0.40 Kg per sqmt.
101	24.16 (b) Surface dressing :
102	24.24 Open graded pre mix surface : 24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 6352.110000000001 98.53 Ninety Eight Rupees and Fifty Three Paise 625873.3983000001 Seal coat type B : 24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 6352.110000000001 39.17 Thirty Nine Rupees and Seventeen Paise 248812.14870000002 Carriage of materials : 5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri,Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (12.5 / 13.2 mm ) : From Mirthal 244 km Cum 209.61963 745.255 Seven Hundred Forty Five Rupees and Twenty Six Paise 156220.07735565 Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (10.0 / 11.2 mm ) : From Haryaal 264 km Cum 57.16899 777.4085000000001 Seven Hundred Seventy Seven Rupees and Forty One Paise 44443.658762415005 Coarse sand : Carriage of Coarse sand : (For seal coat type-B) From Lohand Khad 249 km Cum 38.112660000000005 753.2907 Seven Hundred Fifty Three Rupees and Twenty Nine Paise 28709.912330262003 CSR Ref. Less for difference in rates of materials : For stone metal i) 13.2 mm Cum 209.61963 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -47764.767370320005 ii) 11.2 mm Cum 57.16899 -227.7744 Minus Two Hundred Twenty Seven Rupees and Seventy Seven Paise -13021.632395856 iii) Coarse Sand Cum 38.112660000000005 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise -5480.478547487995 Carriage of materials : 5.2 (iii) Tar,Bitumen and other Road Binders : 0.85 Carriage of Bitumen : Round the Trip lead is considered from Panipat Refinery. Sqm i 300.0 Tonne 27.885762900000003 601.1366999999999 Six Hundred One Rupees and Fourteen Paise 16763.15548668843 ii 408.0 Tonne 27.885762900000003 873.12 Eight Hundred Seventy Three Rupees and Twelve Paise 24347.617303248004 11017217.70721544 589421.147336026 11606638.854551466 Sub-Head: No. VII - Brick Valve Chamber (1.30 m x 1.30 m x 1.30 m) Earthwork : 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.
103	i CC 1:2:4 : 10.13 Cement concrete 1:2:4 a With stone ballast or shingle
104	ii BBM :
105	11.5 CP 1:4 :
106	15.9 M-20 :
107	10.15 Steel :
108	18.18 C / shuttering :
109	9.8 PVC Foot Steps :
110	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
111	ii Diff. rates of materials :
112	From Mirthal 244 km
113	From Lohand Khad 249 km
114	From Ferozepur
115	Carriage of Materials : 5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth
116	From Mirthal 244 km
117	From Lohand Khad 249 km Capital Works ' CSR based Civil Items (In Rs) 52544393.01628619 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 0.0535 2811125.026371311 G.Total: (Rs) (CSR items amount + 5.35 %) 55355518.042657495 2. Capital Works NON CSR based Items (Part -A) - CIVIL Sub-Head: No. II - Pump Chamber for Tube Well FRP Dome
118	NS Sub-Head: No. IV - House Service Connection Without Water Meter (Composite Strap Saddle for DI/CI Pipes) Govt.of Telengana CSR 2023-24 Part-IV Ch.no.16 Supply and Fixing of Composite Strap Saddle shall be of wrap around design, PN-16 rating. Body shall be manufactured using virgin compounded PE80/PE100 polymer with Stainless steel 304 grade stirrup plate mounted with PE traps(Engineering plastic) with Nut bolt joint. Sealing between the saddle and mains shall be obtained by using an elastomer seal(Underneath projection for self interlocking).The cost shall include testing of all materials, labour, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers, but excluding all taxes. (Main pipe outer diameter in mm)
119	Female Thread Adaptors : RUIDP SOR 2023 Code no.2352 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 Polypropylene Compression connector with Metal Insert Female Thread Adaptor with SS304 material, Polypropylene Nut / Cap, Packing bush, NBR “O” ring, pressure rating PN 12.5 and for drinking water applications
120	Double Compression Elbow : RUIDP SOR 2023 Code no.2353 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 Double Compression Elbow with Polypropylene Nut / Cap, packing bush, Clip Ring-POM (Acetylic resin ), “O” ring – NBR, Pressure rating PN 12.5 for drinking water applications for user connection
121	MDPE Pipe :
122	RUIDP SOR 2023 Code no.2347 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 For 15 mm.connection Capital Works ' NON CSR based Civil Items (In Rs) 1688419.2154 Capital Works (Part - A) \\" Civil \\" CSR based amount after adding 5.35% (In Rs) 55355518.042657495 Non - CSR based amount (In Rs) 1688419.2154 Total : Part - A (CIVIL) CSR + Non CSR Amount : ( Rs) 57043937.2580575 MECHANICAL WORKS S.no. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs) 1. Capital Works ' CSR based Items (Part -B) - MECHANICAL Sub Head No - I Column pipe ,DI specials,Valves for Tube Well Column pipe : 28.106 Providing,laying,fixing,testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239 / 3589 including fittings like tees,bends,sockets,elbows,flanges,tapers,nuts, bolts,gaskets etc.on surface and providing angle iron support or cement concrete block as support including painting with two or more coats of synthetic enamel paint of required shade complete in all respects.
123	b Delivery line DI specials & Valves : 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.
124	a Sluice Valve : PN-1.6 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
125	(c ) Non-Return Valve : PN-1.6 28.31 Providing & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS : 5312/2004 in pipe lines including jointing & cost of Nut Bolt,rubber insertion etc.complete. B Class PN-1.6 as per ISI with gun metal flap (5% extra is added to CSR Rate)
126	G.I.Pipe : 50 mm.i/d. 28.36 Providing and laying,jointing,fixing,testing ISI Marked G.I.Pipe ( as per IS : 1239) B-Class premium make such as (approved make) including cost of specials such as tees,bends,sockets,elbow etc.cutting,threading and testing in trenches in the ground complete.
127	e Gun Metal Peet Valve : 28.43 Providing,fixing and jointing ISI Marked Gun Metal Peet Valves (Heavy Pattern) as per IS : 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.
128	(e) Air Valve : 28.3 Providing & fixing double air valve ISI Marked as per IS : 14845 including jointing all carriages complete.
129	(a) Steel Work : 18.1 Steel work,fixed independently without connecting plates, including cutting,hoisting and fixing in position.
130	18.15 Accessories : DI Double Flanged 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 K9 and laying the same in trenches to correct alingnment and gradients,jointed with nut,bolts and rubber insertion joints fitted complete including all cartage.
131	d Rate analysis sheet is attached. V - Notch :
132	CSR based Rate analysis sheet is attached. V-Notch Haudi :
133	28.65 Collection of Water sample :
134	28.83 Testing of Water sample :
135	28.84 Capital Works ' CSR based Mechanical Items (In Rs) 450331.02225 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 0.0535 24092.709690375 G.Total: (Rs) (CSR items amount + 5.35 %) 474423.731940375 2. Capital Works NON CSR based Items (Part -B) - MECHANICAL Sub Head No I Column pipe ,DI specials,Valves for Tube Well
136	N.S Sub Head No II Submersible Pump and Chlorinator for Tube Well Submersible Pump : N.S Providing,Suppling,Installation,Testing and commissioning of submersible pump with minimum required head and Discharge required efficiancy complete as per the specifications approved make and as directed by the Engineer-in-charge
137	Chlorinator :
138	N.S Sub Head No III Bulk Flow meter Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site: RUIDP ISOR 2023, 19.71 Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class \\"B\\" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer
139	Dismantling joint RUIDP ISOR 2023,19.56 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.
140	CI Puddle collar RUIDP ISOR 2023, 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.
141	Capital Works ' NON CSR based Mechanical Items (In Rs) 518701.69999999995 Capital Works (Part - B) \\" Mechanical\\" CSR based amount after adding 5.35% (In Rs) 474423.731940375 Non - CSR based amount (In Rs) 518701.69999999995 Total : Part - B (MECHANICAL) CSR + Non CSR Amount : (Rs) 993125.4319403749 ELECTRICAL WORKS S.No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.) 1. Capital Works ' CSR based Items (Part -C) - ELECTRICAL Supply, Installation, Testing and Commissioning of the following Items complete in all respect and as per Scope of Work, Specification and as required at site: 1. Capital Works ' CSR based Items Cables & Accessories for LT Panel & Pumpset: 34.10E XLPE INSULATED ARMOURED CABLES (ON SURFACE): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1) 1988 to be laid (on surface) as per PWD General Specifications:-
142	(xxiii) 34.13 Galvanized Iron Pipes and GI Earthing: Supply & erection of GI pipe (A – Class )as per IS: 1239 (PART -1) 2004 including Sockets, bends, inspection boxes steel hooks, G.I Saddle clamps and other petty material etc., where necessary including painting as per PWD General Specifications:-
143	(xii) 34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections:-
144	(vi) 34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-
145	(iii) Lighting & Accessories for Pump Chamber: 34.04 RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES : Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100 volts grade to be laid in heavy gauge welded conduit pipe 20 mm./25 mm. dia.(1.6 mm. thick) ISI Marked reccessed in wall etc., complete with powder coated/anodised concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts ( socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20 Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3 mm.thick etc. PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1.5\\" deep for walls and 3\\" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-
146	(i) b
147	(vi) 34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-
148	(c.) 34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR CB's/RCBO's/RCCB's: Supply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.
149	(ii) 34.16 A MINIATURE CIRCUIT BREAKERS: Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-
150	(vi) 34.29 B Single Arm Brackets for GI Pipe Pole: (i) Supply and erection of GI pipe 40mm dia (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105 deg., the bracket should be fixed on top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect approved by Engineer- in -charge at site:-
151	(a) Eathing for LT Panel: 34.13 G.I. EARTHING: (xiv) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).
152	(b) Capital Works ' CSR based Electrical Items (In Rs) 56372.4 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 0.0535 3015.9234 G.Total: (Rs) (CSR items amount + 5.35 %) 59388.3234 2. Capital Works NON CSR based Items (Part -C) - ELECTRICAL LT Panel for Pumpset:
153	NS Cables & Accessories for LT Panel & Pumpset: RUIDP ISOR 2023, 53.7 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
154	Lighting & Accessories for Pump Chamber: RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection (Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in-charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Surface Mounting (Ref: 66.4.2)
155	RUIDP ISOR 2023, 67.12 RUIDP ISOR 2023, 67.12 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
156	RUIDP ISOR 2023, 64.12 RUIDP ISOR 2023, 64.12 Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
157	Pressure Gauge:
158	RUIDP ISOR 2023, 73.41 Capital Works 'Non CSR based Electrical Items' (In Rs) 642690.0 Capital Works (Part - C) \\" Electrical\\" CSR based amount after adding 5.35% (In Rs) 59388.3234 Non - CSR based amount (In Rs) 642690.0 Total : Part - C (ELECTRICAL) CSR + Non CSR Amount : ( Rs) 702078.3234 Nihal Singhwala Town: Estimation for Drilling of Tube Well (04 No's x 100 Mtrs.) Unit Cost :(Rs.in lakhs.) 26.006500835 S. No. CSR Ref. Description Unit Total Qty. Total Rate Amount Excavation for Pits :
159	6.19 (Digging of Pits of size 35' x 30' x 6'= 6300 cft = 6300 x 0.02831 = 178.40 cum ) Reverse Rotary Rig :
160	28.85E a Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL Mtr. 200.0 1196.316 239263.2 239263.0 Housing Pipe : (MS)
161	28.74 A (f) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 122.0 6421.59 783433.98 783434.0 Well Casing Pipe : ( e) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 30.0 6421.59 192647.7 192648.0 Well Screen Pipe :
162	28.75 A ( w) 300mm Steel Strainer (slot size 0.75mm) 8.00 mm thickness Mtr. 40.0 18700.68 748027.2 748027.0 Clamp :
163	28.77
164	28.76 ( e) 300mm internal diameter Each 12.0 1404.648 16855.775999999998 16856.0 Centering Guide :
165	28.89 Bail Plug :
166	28.79 A (e) 300mm internal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 10.0 4552.208 45522.079999999994 45522.0 Well Cap :
167	28.8 (e) 300mm internal diameter Each 2.0 1705.48 3410.96 3411.0 Wooden Box :
168	28.78 Develp. & Stabilz.of TW : (Air Compressor)
169	28.81 (b) Capacity of Air compressor 500 cfm at 150 PSI Hour 32.0 5178.305400000001 165705.77280000004 165706.0 Develp. & Stabilz.of TW : (Submersible Pump)
170	28.82 Making Temporary Water Supply Arrangement :
171	28.86 Depth of temporary bore up to 90 m. Mtr. 180.0 561.9989 101159.80200000001 101160.0 Supplying of Gravel of 1/16\\" to 1/8\\" size :
172	28.88 Carriage of Materials :
173	5.2 (i) Gravel : Lead distance from Lohand Khad : 174 km Cum 25.929868799999998 591.32 15332.850018816 15333.0 Making Electric Logging of Borehole :
174	28.87 Total : (Rs) 2468581.497833216 2468581.0 Add 5.35 % 0.0535 132069.0835 Total amount after adding 5.35% : (Rs) 2600650.0835 (Rs in lakh) 26.006500835 Total TWs required No. 10402600.334 Estimation of Pump Chamber for Tube Well S.no. CSR ref Description Unit Total Qty (Rs) (Rs.) Earthwork excavation :
175	10.8 (b) With stone aggregate 40 mm gauge ii mixing by mechanical means using concrete mixer volumetric type. cum 6.750239999999999 3290.0 22208.289599999996 22208.0 Brick work in CM 1:7 :
176	11.1 (i) DPC 40 mm.thick :
177	10.26 Brick Work in CM 1:5 :
178	11.6 DPC 20 mm.thick : 15.50 (a) 20 mm. thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg/sqm. Laid hot and sanded.
179	(a) M-20 :
180	10.2 Specially Moulded Brick work :
181	11.64 Doors & Windows Shutter : 17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokescleats and cords etc. completeflies in position.(Single Leaf)
182	(a) Wire Gauge : 17.17 (ii) Wire gauge door shutter with Kail wood without springs housed in chowakats. ( Single Leaf)
183	(a) Aluminium Fittings : 17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles and screw etc.for these fittings.(Excluding sliding bolt)
184	(ii) Iron Work for Grills :
185	18.4 For Window Iron Grills. Earth Filling :
186	6.8 (a) (i) 18.1 Steel work ,fixed independently without connecting plates,including cutting,hoisting and fixing in position.
187	( c) Centering and Shuttering for Roof :
188	9.8 Centering and Shuttering for Beam :
189	9.6 Conglomerate Floor :
190	14.9 Floating Coat :
191	16.16
192	16.17
193	16.2 CC Gola :
194	13.55 CP in CM 1:4 :
195	15.9 Skirting :
196	14.16 Terracing :
197	13.13 (i) White wash :
198	29.35 Rain water pipe :
199	13.74 PVC line : 28.12 Providing and laying,jointing,fixing and testing ISI Marked uPVC Pipe Lines as per IS:4985-2000, including specias such as tees,bends,sockets,elbows etc. cutting,testing ( including cost of specials) in the ground complete in all respects. B UPVC Pipe 6Kgf/cm2
200	b Upvc Bend :
201	13.75 (a) UPVC 110 mm bend each 4.0 135.0 540.0 540.0 Upvc Coupling/socket :
202	13.76 (a) UPVC 110 mm bend each 4.0 84.0 336.0 336.0 Distemper :
203	16.7 Cement Primer :
204	16.31 Exterior Paint :
205	16.13 Prepartion of Plastered Surface :
206	16.6 Top Khurra :
207	13.45 Steel :
208	18.18 2.96 cum @ 90kg/cum = 266.40 kg. Steel Chowkats : 18.24 Supply Pressed Steel Frames ( Chowkats) consisting of 18 gauge (1.25 mm. thick steel sheet of the specified section),including iron lugs ( hold fasts),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.
209	(c) Glass Panes : 18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.
210	(b) Ceiling Plaster :
211	15.43 FRP Dome :
212	NS Construction of Gravel Pit :
213	28.64 Diff.Rates of materials :
214	Haryaal
215	Lohand Khad
216	Moga
217	Moga
218	Carriage of materials : 5.2 (i) Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth
219	Haryaal
220	Lohand Khad
221	Total : (Rs) 744082.0 754736.0 CSR Items Amount : ( Rs) 739564.0 750218.0 Non - CSR Items Amount : ( Rs) 4518.0 4518.0 Addition of 5.35 % over CSR items Amount : ( Rs) 0.0535 39566.674 0.0535 40136.663 CSR Items Amount + 5.35 % Addition + Non CSR Items amount : ( Rs) 783648.674 794872.663 (Rs in lakh) 7.83648674 7.9487266299999995 Providing Tap Connections for consumers by Augmentation and Rehabilitation of Water Supply System & Construction of New OHSR 0.5 Lakh Gallon at Bhadaur, District : Barnala, Punjab, for Distribution Network (Part-1) under AMRUT 2.0 Scheme. S.No. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs) 1.Capital Works ' CSR based Items (Part - C) - ELECTRICAL Capital Works ' CSR based Electrical Items (In Rs) 0.0 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 0.0535 0.0 G.Total: (Rs) (CSR items amount + 5.35 %) 0.0 1.Capital Works NON CSR based Items (Part - C) - ELECTRICAL Capital Works ' NON CSR based Electrical Items (In Rs) 0.0 Capital Works (Part - C) \\" Electrical \\" CSR based amount after adding 5.35% ( In Rs) 0.0 Non - CSR based amount ( In Rs) 0.0 Total : Part - C (ELECTRICAL) CSR + Non CSR Amount : (Rs) 0.0

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