Providing and Laying of High-Density Polyethylene HDPE Pipeline

CSR 29.70 CSR29.71

Pipe Dia Excavation Lowering TC Jointing Cutting Cutting AVP Fixing AAV Fixing AVP

435 0.4 1.2 mat lab

with 850 bajri & 850 sand

Cement sand bajri lab Total

198.13 Cement sand bajri lab Total

calculation for 800 mm cement 245,sand 1200,bajri 1400

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 600 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village DASKA (C/o 11180/L) District Sangrur

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 1344 /m3 53 71232

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 700 /Mtrs 54.46 38122

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 280 /Joints 221.52702886247877 62027.56808149406

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (600 mm) 6 /Cut hole 47.25 283.5

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 2 /Cut hole 13.049999999999999 26.099999999999998

Fixing of Risers & Alfa valves with C.C 1:2:4 6 /Riser & Valve 733.9434069043576 4403.660441426146

Fixing of Air vent Pipes with C.C 1:2:4 2 /Air pipe 226.3786078098472 452.7572156196944

Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)

Earth work in Excavation 8 cum 66.28 Rupees Sixty Six and Twenty Eight Paise Only 530.24

B.B.C 1:8:16 0.6 cum 2771.21 Rupees Two Thousand Seven Hundred Seventy One and Twenty One Paise Only 1662.7259999999999

Plain Cement Concrete 1:2:4 0.14 cum 3829.07314285714 Rupees Three Thousand Eight Hundred Twenty Nine and Seven Paise Only 536.0702399999997

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 3589.2781202526326 Rupees Three Thousand Five Hundred Eighty Nine and Twenty Seven Paise Only 17049.071071200004

12.5 mm thick cement plaster work 1:4 15.32 cum 94.11296240208875 Rupees Ninety Four and Eleven Paise Only 1441.8105839999998

RCC Slab 1:2:4 0.21 cum 7434.5 Rupees Seven Thousand Four Hundred Thirty Four and Fifty Paise Only 1561.245

Foot rest (Item No. 29.37) 8 No 116.1 Rupees One Hundred Sixteen and Ten Paise Only 928.8

Total Cost for ONE Haudi 23710

Total Cost for ZERO Haudi 0

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only 0

Providing and Fixing of Shutter Gate 0 each 7500 Rupees Seven Thousand Five Hundred Only 0

Sign Board (5' X 3') 0 each 4000 Rupees Four Thousand Only 0

Providing and Fixing of Gate Valve 2 each 29900 Rupees Twenty Nine Thousand Nine Hundred Only 59800

Road Cut 0 each 15000 Rupees Fifteen Thousand Only 0

Nimar for jointing the pipe 283 Per joint 24 Rupees Twenty Four Only 6792

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 Overall 26424 Rupees Twenty Six Thousand Four Hundred Twenty Four Only 26424

Grand Total 269563.5857385399

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 600 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village KALBANJARA (C/o 69500/L) District Sangrur

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 1840 /m3 53 97520

Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 920 /Mtrs 54.46 50103.200000000004

Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 368 /Joints 221.52702886247877 81521.94662139218

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (600 mm) 8 /Cut hole 47.25 378

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 4 /Cut hole 13.049999999999999 52.199999999999996

Fixing of Risers & Alfa valves with C.C 1:2:4 8 /Riser & Valve 733.9434069043576 5871.547255234861

Fixing of Air vent Pipes with C.C 1:2:4 4 /Air pipe 226.3786078098472 905.5144312393888

Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)

Earth work in Excavation 8 cum 66.28 Rupees Sixty Six and Twenty Eight Paise Only 530.24

B.B.C 1:8:16 0.6 cum 2771.21 Rupees Two Thousand Seven Hundred Seventy One and Twenty One Paise Only 1662.7259999999999

Plain Cement Concrete 1:2:4 0.14 cum 3829.07314285714 Rupees Three Thousand Eight Hundred Twenty Nine and Seven Paise Only 536.0702399999997

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 3589.2781202526326 Rupees Three Thousand Five Hundred Eighty Nine and Twenty Seven Paise Only 17049.071071200004

12.5 mm thick cement plaster work 1:4 15.32 cum 94.11296240208875 Rupees Ninety Four and Eleven Paise Only 1441.8105839999998

RCC Slab 1:2:4 0.21 cum 7434.5 Rupees Seven Thousand Four Hundred Thirty Four and Fifty Paise Only 1561.245

Foot rest (Item No. 29.37) 8 No 116.1 Rupees One Hundred Sixteen and Ten Paise Only 928.8

Total Cost for ONE Haudi 23710

Total Cost for ZERO Haudi 0

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Rupees Four Thousand Only 0

Providing and Fixing of Shutter Gate 0 each 7500 Rupees Seven Thousand Five Hundred Only 0

Sign Board (5' X 3') 0 each 4000 Rupees Four Thousand Only 0

Providing and Fixing of Gate Valve 5 each 29900 Rupees Twenty Nine Thousand Nine Hundred Only 149500

Road Cut 0 each 15000 Rupees Fifteen Thousand Only 0

Nimar for jointing the pipe 368 Per joint 24 Rupees Twenty Four Only 8832

Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 Overall 34733 Rupees Thirty Four Thousand Seven Hundred Thirty Three Only 34733

Grand Total 429417.4083078664

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

FINANCIAL BID E-Tender No. – DSWC/GUR/2026-2027/07

All Construction Material as Per PWD Specifications & All Material as Per ISI Standred With The Pre Approval of Departmental Officials

Providing and Laying of High-Density Polyethylene (HDPE) Pipeline (Dia. 160 mm PE-80, 4 Kg/Cm2 working pressure as per ISI - 4984- 1995 standards); including all allied Electrical & Civil Works with Material from STP, Narot Jaimal Singh, Distt. Pathankot for supply of Treated Water for Irrigation.

Name and Address of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs 6122586

Quoted by Contractor (As % less of Estimated Amount) Less (-/+%) 0

Estimate Sanction no. 7742/D.B. dated 21.05.2026, Amount 71,17,400/-

PROJECT : STP Narot Jaimal Singh, District Pathankot (2.0 MLD)

PROJECT : STP Narot Jaimal Singh, District Pathankot (2.00 MLD)

ABSTRACT OF COST & MATERIAL STATEMENT OF PIPELINE SYSTEM

S.No. Item Description CSR Item Quantity Unit Rate (with GST) Amount (Rs.)

1 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. Earth work upto 1.5 m. Depth for All classes of soil except rocky 28.2 (a)(i) 2843.02 Cum 93.78

2 Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI - 4984- 1995 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.HDPE 160 mm.x 4 kg./cm2 PE-80 for Riser/Outlet (Avg. 1.5Mtr./Outlet/Riser ) 28.15(E)(d) (A/C Slip -2) 3552 Meter 744.1

HDPE Pipes 160 mm 4.0 kg/cm2 for Riser/Outlet (Avg.-1Mtr) 15 706.31 744.1

3 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(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 Engineer incharge) Class PN-1 as per ISI 28.27 A (c)

a 150 mm i/d Sluice Valve flanged 4 Nos. 8914.18

4 Supply & Installation of Alfa-Alfa valve (HDPE) for 160 mm Dia (Market Rate/ Approved by Depertment NS 15 Nos. 785

5 Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete. 28.29(d)

a C.I Single air valve (size 80mm) (For mm dia HDPE Pipes) 16 Nos. 2515.15

6 Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.

a Supply & Jointing of 50 mm. Dia. G.I. Pipe (3mts for each ARV ) 28.36 (f) 48 mts 721.9

7 Supplying, fixing and jointing H.D.P.E pipe's specials complete as desired by Engineer-in-Charge 28.18(b)

a For pipe lines 160 mm laid outside habitation & in the open area/field 2% Extra will be taken for the respectice i/d of pipe) 2% of 28.15 (D)(n) 3552 mts 14.88

8 Providing 7 fixing ISI marked Spu9ce valves flanged end class PN-1.0 as per IS14846-8000/2004 in pipes lines including jointing & cost of Nuut Bolt, rubber insertion etc. complete. Note: if class PN-1.6 is used instead of class PN1.0, then 5% will be paid extra

a 150mm i/d Sluice valve Class PN-1.0 as per ISI with Gun metal flap 28.31 (B) d 4 Nos. 8914.18

9 Cosstruction brick masony manhole in cement motar 1:5 (1cement:5 Coares sand) RCC top slan 20cm thick using M-20 mix by using mixer and vibrator, TMP Fe500 @ 80.00Kg/per cum, Foundation concrete1:4:8mix (1cement: 24coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1cement: 3coarse sand) finished with floating coat of neat cemtn and making 40mm thick benching in cemnt concrete 1:2:3 (1cement: 24coarse sand : 3 graded stone aggregate 20mm nominal size) finish with a floating coat of neat cement, Orange coloured PVC steps including RCC concer with frame complete as per standard design complete in all respects

a Inside size 90x150 cm and 120cm deep 29.55 b as per A&C Slip 2 4 Each 23966.07

10 Extra payable for every 0.30 m addition depth of manhole chamber in item 29.55 upto 1.80 m increase in depth 29.58 b

a 2 times of 30m i.e Rate 2596+2596 = 5292/- 4 Each 5469.77

11 Cost of Pump Stand 450mm Dia (2.5Mtr. Pipe) Rate approved by DSWC Depatment 1 Nos. 2525.33

a Labour Charge for fixing of pump stand including cement , sand, coarse agg etc Complete 1 Nos. 551

12 providing, laying fixing and testing M.S pipe lines as per IS-1239 and specials such as tees, bends, sockets, elbowse etc.. Intreches in ther ground including cutting, threading and testing etc. complete. 28.70 (c)

a 150mm internal diameter ( thickness 4.85mm) 12 meters 2120.89

Say Say 3277900.00

DEPARTMENT OF SOIL & WATER CONSERVATION, PUNJAB

PROJECT : STP Narot Jaimal Singh, Pathankot 2.0 MLD)

ESTIMATED COST OF PUMPUPING SYSTEM INSTATION

Sr. No. Particular Qty (Set) Rate Add GST 18% & Freight Charges4% Amount (Rs) Remarks

1 KSB make non clog sewage pumpse with steel impeller & Shaft having discharge 28 LPS at 21 mtr. Head coupled with cromption make electic motor 15 HP on a common base plate and coupling ( KSB Make Seage submersible Pumpset Model KRTU PK 100-260/54 G1, 4Pole / 415 V, MoC VI Body/ CF8M IMPELLER Solid size handling capacity -50mm, Delvery Pip Sixe-100mm, with satationary Inatalltion arragement , 10M Cable , 5M Chain Guide wire 2 291558 64142.76 Market Rate

2 Control panel for 10 HP Pumpset(HP 21 SD Thee phase multi Pump Controller with cascade Facilty one working & One Stand by Operation of pumps starter : 0.5-12.5 HP Protections : Phase Failure (Supply Side) Reverse Phase Phase Unbalance, Overload, Dryrun Timers : Star Delta Timer, Power On Timer, Goggle Timer Faciltiy to connet Pressure Switch / Float Switch etc. Dust & Water resistant IP54 mS For 1W+1S= 2 Pumps) 1 66488 14627.36 Market Rate

Accessories for Pump Installation (2nos.)

Sr.No. Particular Qty Unit Rate Amount Remarks

1 P/f of 4 inch MS Bend Plain end 10 Nos. 1375

2 MS Flanges 100mm 15 Nos. 500

3 Supply of suctin pipe 4 inch pipe mS b class 12 mtr. 1225

4 Making Cable connection for Kit-kat to pande and panel to motor including cost at Cable labour and Thimbles 2 Nos. 3500

5 Supply of Nut Bolt 40 Kgs 110

6 Inatallation of Horizontal Pumpsets 2 Job 8000

7 Fixing of delivery & Suction Complete, welding at site etc. 2 Job 6000

8 Providing and fixing of Hand Hole 2 Pc. 3000

9 M.S plate form with wooden top 20' Long 2-1/2 Wide with railing on one side 1 Nos. 38000

10 Delvery Pip 4" C-Class ISI 20 mtr. 1375

11 Kit-Kat set 200 Amp. With board 1 Nos. 3200

12 Fabrications and fixing Gantry 1 Job 6000

DEPARTMENT OF SOIL & WATER CONSERVATION (PUNJAB)

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 2.0 MLD, S.T.P. Narot Jaimal Singh, Pathankot

Construction of Pump House (6mx4m)

S. No. Description of Items CSR 2020 / NS Unit Qty Rate (INR) Amount (INR)

1 RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100 watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and Cl 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):- 34.02

Wiring fan point (without fan box) ia Each 2 1091.69

Wiring fan point (with fan box) ib Each 2 1210.21

Wiring light point ii Each 6 762.47

Wiring 64Amp. Wall socket point v Each 2 618.93

Wiring 16/20Amp power plug control poin vi Each 1 478.03

2 PVC INSULATED FR COPPER CONDUCTOR CABLES: Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade 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:- 34.09

Overall size 2.5sq. Mm (Un-sheathed) iii Meter 100 46.51

Overall size 4sq. Mm (Un-sheathed) iv Meter 100 53.41

3 PVC, HDPE PIPES & PVC FLEXIBLE PIPES: Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring urposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:- 34.13

Heavt Gauge PVC Conduit Pipe 25mm dia (Flushed) x Meter 50 70.8

4 G.I. EARTHING: 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 Gl Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 metre in length (including boring & refilling) 34.13 (xiii)

Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length) a Each 10 3315.89

5 XLPE INSULATED ARMOURED CABLES (LOOSE):-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 loose in the existing trench or pipe as per PWD General Specifications:- 34.10 B

Over all size 95sq. Mm (4Core) Armoured (Loose) xiii Meter 200 538.6

Over all size 16sq. Mm (4Core) Armoured (Loose) xxxvii Meter 10 161.98

6 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/ugs: 34.16 A

MCB Single Pole 6-32 amp (10kA, Curve-C) ii Each 6 190.58

MCB Single Pole 40amp (10kA, Curve-C) iii Each 1 395.38

7 RCCB's: Supply and erection of RCCB (Residual Current Circuit Breaker) for Earth leakage protection suitable for 240/415 volts 50 cycles AC supply with breaking capacity of 10kA as per IEC 61008-1 in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs 3416 C

RCCB Double Pole 16/25amp (10kA, Curve-C) i Each 1 1948.13

8 Sheet metal Double Door Distribution Board For MCB's/RCBO's/RCCB's 34.17

Supply and erection of sheet metal Double Door Distribution Boards IP 43 IK09 metal door (dust protected) as per IS 8623-183, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, colorcoded 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 et

SP&N Double Door Distribution Board 8 way each ii 1 1416.27

9 CABLE TRAY: Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:- 34.25

Cable Tray Size 150mm * 50mm * 50mm (2mm thick) i Meter 50 1066.35

10 Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2mtr. below ground level including excavation placing the pipe in position and back filling ith excavated soil etc. of the required size:- Double Walled Corrugated HDPE Pipe 120/103.5mm (Outer/Upper dial 34.37 A (i) Meter 200 290.77

Design, supply, erection& commissioning of following distribution panels made of 2 mm thick CRCA steel sheets, Floor mounted, fully enclosed, compartmentalized, dust & vermin proof with hinged & lockable doors, & complete with earthing, painting as required and mounted with the following: (for detail specs refer technical Each 1 100000

MCC-Panel for 2nos 40 HP Pump

Section-1 Incomer A

MCCB four pole 100amp, 415volts, 25kA Fixed Magnetic and Adjustable Thermal Setting 1

Metering & Controls

ON/OFF Phase indicating lamps with control fuses

Ammeter complete with CT and Selector Swiches as required 2

Voltmeter complete with selector switches as required 3

SECTION-2 BUSBARS 4

100 TPN, Al Bus Bars with heat shrinkable PVC Sleeves - 1 set. 5

Neutral Failure 7

Surge Protection B

High Voltage Protection a.

Time delay Protection 1

SECTION-3 OUTGOINGS

16/25 A, four pole RCCB 30 ma Sentivity-4N.o.+2SPARE 2

32 A, DP, 25 Ka MCB-2 No +2SPARE 3

DEPARTMENT OF SOIL & WATER CONSERVATION (PUNJAB)

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 2.0 MLD, S.T.P. Narot Jaimal Singh, Pathankot

Construction of Pump House (6mx4m)

S. No. CSR 2020 / NS Description of Items Unit Qty Rate (INR) Amount (INR)

1 6.6 Earth work in excavation in foundation trenches, etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within lead of 30 metres. Cum 32.04 191.74

2 10.11(b)ii Cement concrete 1:4:8 with stone aggregate 40 mm gauge, mixing by mechanical means using concrete mixer, volumetric type. Cum 5.96 3812.62

3 6.8C(ii) Earth filling under floors with surplus soil containing more than 40%, taking outside the premises in 15 cm layers, including ramming, watering and consolidation, lead up to 1000 m. Cum 4.8 344.49

4 10.16 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator, but excluding steel reinforcement, centring and shuttering in foundation and plinth. Cum 10.84 5697.33

5 10.21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator, but excluding steel reinforcement, centring and shuttering in superstructure. Cum 13.5 6487.45

5.1 10.26 Damp proof course 4 cm thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sqm, laid hot and sanded. Sqm 3.88 348.71

6 18.18 Cold twisted deformed (Ribbed / Tor steel) bars (Fe 500 grade as per IS 1786-2008) for R.C.C. works, where not included in the complete rate of RCC, including bending and binding, placing in position complete. Qtl 21.718 7919.61

7 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 36.18 221.24

8 9.4 Centering and shuttering for columns (square or rectangular or polygonal in plain). Sqm 49.36 502.52

9 9.6 Centering and shuttering for sides and soffits of beams, launching girders, bressumers and lintels. Sqm 30.84 400.33

10 9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves, etc. Sqm 39.45 560.46

11 11.6(i) First-class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. Cum 14.49 5426.58

12 13.13(i) Terracing consisting of tiles 22.86 × 11.43 × 3.83 cm laid over 25 mm mud plaster, 7.5 cm mud filling on another layer of 25 mm mud plaster, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C. slab, including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing. Sqm 33.81 758.52

13 15.1 12.5 mm thick cement plaster 1:5. Sqm 181.52 190.68

14 15.9 12.5 mm thick cement plaster 1:4. Sqm 33.81 199.1

15 16.65 Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish. Sqm 215.31 84.28

16 16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. Sqm 215.31 22.12

17 16.59 Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre per 10 sqm over and including base coat of waterproofing cement paint applied @ 2.20 kg per 10 sqm. Sqm 215.31 126.42

18 14.1 Conglomerate floor 50 mm thick cement concrete 1:2:4 laid on 100 mm thick cement concrete 1:8:16 and 100 mm sand filling, using mechanical mixer for mixing of material. Sqm 24 789.07

19 14.3 Base course of floor consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand filling, using mechanical mixer for mixing of material. Sqm 10.64 424.56

20 14.4 Floating coat of 1:5 mm thick neat cement laid in one operation to the topping. Sqm 24 30.55

21 13.74 a (i) Providing and fixing 110 mm dia U.P.V.C. rain water pipe of 4 kgf/sqm as per IS:4985, including jointing during masonry, complete as per specifications and to the entire satisfaction of Engineer-in-Charge. Mtr 8.3 244.41

22 13.75 a 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. Nos 4 142.22

23 13.45 Top khurra 0.6 m × 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16. Each 2 100.08

24 13.46 Khurra on roof as per item No. 13.43 with C.I. spouts 100 mm dia fixed in position. Each 2 133.79

25 14.137 Providing and laying 60 mm thick factory-made cement concrete interlocking paver block of M-35 grade, machine-made rubber moulded smooth finish with strong vibratory processor with vibro-hydraulic compaction machine, of approved size and design/shape, laid in ordinary grey pattern, 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 IS code - 15658(2006) Sqm 10.64 679.5

26 18.29(a) Providing and fixing M.S. angle iron 40 × 40 × 6 mm chowkhat including iron hold fasts, butt hinges fixed in position, finished with red lead non-setting primer, complete in all respects (a) for single rebate. Kg 26.25 93.76

27 18.1 Providing and fixing 14-gauge M.S. sheet garage doors with 40 mm × 40 mm × 6 mm angle iron frame with diagonal braces, complete in all respects. Sqm 2.52 4108.65

28 18.38 Providing and fixing of box-type steel windows, made of various ERW sections: outer 60 mm × 25 mm, central mullion 60 mm × 25 mm, for shutter 50 mm × 20 mm having thickness of 1.25 mm (18 gauge), sash bar MS Tee 25 mm × 3 mm where required, joints mitered and electrically flash welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge), and finished with ready-mixed paint red lead non-setting primer, complete as per specifications, drawings, and to the entire satisfaction of Engineer-in-Charge. (Note: Glazing, wire gauge and grill will be paid as per respective items). Kg 140 134.84

29 18.25(b) Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make: (b) glass panes 4 mm or 10.75 kg per sqm, exceeding 0.4 sqm of area. Sqm 8.82 629.99

30 18.27 Wire gauge fixed in steel windows, of standard rolled steel section, with 3 mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects. Sqm 8.82 954.47

31 16.2 Applying priming coat with metal primer on new steel or iron work, including preparation of surface. Sqm 2.52 25.28

32 16.17 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered concrete surface, to give an even shade. Sqm 2.52 69.53

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 2.0 MLD, S.T.P. Narot Jamail Singh, Pathankot

Construction of Sump Well (1.00 lac litre)

S.No. CSR 2020 / NS Description of items Unit Qty Rate (INR) Amount (INR)

1 6.19 Excavation in soil (any type) using hydraulic excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting , trimming bottom and side slopes in accordance with requirement of lines grades and cross sections, including all lifts and combined load upto 30 mtr Cum 284.49 35.82

2 4,1(a) Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal Cum 62.44 20.52

3 29.7 B Extra for filling earth in 15 cm layers and compaction Cum 62.44 54.78

4 10.11 b (ii) Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 8.71 3812.61

5 10.17 Reinforced cement concrete M-30 Mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth Cum 21.63 6002.84

6 10.22 Reinforced cement concrete M-30 Mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure Cum 33.22 6794.02

7 18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete Qtl 24.32 7919.61

8 9.1 shuttering for faces of concrete foundations and foundation beam and plinth beam (verticle or battering) sqm 10.43 221.23

9 0.0 Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttrresses, etc. when curved. Sqm 189.93 468.8

10 13.92 Waterproofing of wet areas ( Concrete/ Masonary Surface ) and any water retaining structures such as swimming pools, water tanks, Bathrooms, toilets, balconies, planters etc with high performance polymer modified cementitionous coating ( DR. FIXIT FASTFLEX / Equivalent ) to provide tough film build-up and highly elastic film formation, which accommodates thermal movements so as to provide seamless coating without any joints to prevents water leakage. The scope of work also includes surface prepration and cleaning, washing and removing dust,dirt and loose particles from concrete / masonary surface complete in all respects. Sqm 124.4 531.5

11 0.9 Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts andnuts, screws, welding rod complete fixing in position Qtl 3.3 10296

12 16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface.. Sqm 14.6 25.28

13 16.17 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade Sqm 14.6 69.53

TOTAL Say 789070.00