HDPE pipeline laying and allied works at STP Batala, District Gurdaspur, Punjab

CSR 29.70 CSR29.71

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

350 30.15 Sand cft bajri

700 54 calculation for 600 mm cement 245,sand 1200,bajri 1400

435 0.4 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

Tender No: DSWC/UGPS/2025-26/2

Name of the Firm/Bidder

Address of Firm/Bidder

Mobile No of Firm/Bidder Email ID

Name of work: Providing and Laying of High-Density Polyethylene (HDPE) Pipeline including all allied Civil Works with Material from STP, Batala (District Gurdaspur) for Supply of Treated Water for Irrigation

Total Estimated Amount of Works Rs. Five crore, seventy-one lakh, nineteen thousand, two hundred forty-nine rupees Only.

Quoted by Contractor {- or + to estimated amount, in figure upto 2 dcimal point only} Quote (-/+)

Note: Please quote only figure (upto 2 decimal points) in above blue colour box in minus or plus. Do not put %age sign after this figure. Please check Quoted Rate in Next cell.

Description of Work

Sr Item Qty Amount (INR)

in fugures in words

1 Providing, laying, jointing of ISI Marked H.D.P.E. Pipes as per IS 4984-2016 casting along the trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing including excavation of Trenches with Backfilling and allied works complete as per specifications and details attached

a. H.D.P.E. pipe of 400 mm o/d pipe, 4 kg/cm2, PE-80 306.00 m Four crore, nine lakh, eighty-three thousand, ninety-eight Rupees Only

b. H.D.P.E. pipe of 355 mm o/d pipe, 4 kg/cm2, PE-80 3841.00 m

c. H.D.P.E. pipe of 200 mm o/d pipe, 4 kg/cm2, PE-80 18282.00 m

2 Construction of Pump House (Subject to final vetting) 1 No. Twelve lakh, ten thousand, six hundred forty-four rupees Only

3 Construction of Sump Well (Subject to final vetting) 1 No. Fifty-five lakh, nineteen thousand, seventy-two rupees Only

4 Supply and Installation of Pumping System 9 No. Sixty-eight lakh, forty-nine thousand, eight hundred fifty-five rupees Only

5 Sluice Valve Chambers & HDPE Pipe for connection 20 Nos Twenty-five lakh, fifty-one thousand, five hundred eighty Only rupees Only

6 Sign board LS 5000 Five thousand rupees Only

DEPARTMENT OF SOIL & WATER CONSERVATION (PUNJAB)

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT S.T.P. BATALA (30 MLD), DISTRICT GURDASPUR

S.No. Item Description CSR Item Quantity Unit Rate 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.

a Earth work upto 1.5 m. Depth for All classes of soil except rocky 28.2 (a)(i) 20086.57 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.

a H.D.P.E 355 mm o/d pipe of 4 kg./cm2 PE-80 28.15(F)(d) (A/C Slip -2) 3739 Mtr 3565.29

a H.D.P.E 400 mm o/d pipe of 4 kg./cm2 PE-80 28.15(F)(e) (A/C Slip -2) 306 Mtr

b H.D.P.E 200 mm o/d pipe of 4 kg./cm2 PE-80 28.15(E)(f) (A/C Slip -2) Meter 1137.72

c HDPE 355 mm.x 4 kg./cm2 PE-80 for Riser/Outlet (Avg. 1.5 Mtr./Outlet/Riser ) 28.15(F)(d) (A/C Slip -2) 22 Meter 3565.29

d HDPE 200 mm.x 4 kg./cm2 PE-80 for Riser/Outlet (Avg. 1.5Mtr./Outlet/Riser ) 28.15(E)(f) (A/C Slip -2) 142 Meter 1137.72

e HDPE 355 mm.x4.0 kg./cm2 PE-80 (Sumpwell Connection to STP Outlet Haudi) 28.15(F)(d) (A/C Slip -2) 80 Meter 3565.29

3 Supplying, fixing and jointing H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.

a For pipe lines laid outside habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe.) 28.18 (b) 679379.02

4 Supply & Installation of Alfa-Alfa valve (HDPE)

a For 355 mm Dia NS 22 3326

b for 200 mm. Dia. NS 142 Nos. 1034

5 Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete.

a C.I Double air valve (Size 100mm)(For 355 mm dia HDPE PIPE) 28.30(e) 19 Nos. 7867.77

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

a C.I Single air valve screwed (Size 80mm)(For 200 mm dia HDPE PIPE) 28.29(e) 113 Nos. 4507.12

7 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 100 mm. Dia. G.I. Pipe (3mts for each ARV ) 28.36 (i) 57 mts 1668.54

b Supply & Jointing of 80 mm. Dia. G.I. Pipe(3mts for each ARV ) 28.36 (h) 339 mts

8 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

a 355mm i/d Sluice Valves flanged 28.27 (A) g 6 Nos. 48647.47

a 400mm i/d Sluice Valves flanged 28.27(A)(h) 1 Nos. 59114.28

c 200mm i/d Sluice Valves flanged 28.27(A)(d) 12 Nos. 15241.75

9 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 alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. (For drain crossing)

a 355mm d/i pipe lines laid complete 28.23(h) 80 mts 8266.68

Grand Total 40983098.3

DEPARTMENT OF SOIL & WATER CONSERVATION (PUNJAB)

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT S.T.P. BATALA (30 MLD), DISTRICT GURDASPUR

Construction of Pump House (8mx6m)

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

1 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 50.78

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 10.14

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 3.92

4 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 21.35

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 22.7

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 5.38

6 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 43.14

7 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 58.2

8 Centering and shuttering for columns (square or rectangular or polygonal in plain). Sqm 83.28

9 Centering and shuttering for sides and soffits of beams, launching girders, bressumers and lintels. Sqm 4.77 400.33

10 9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves, etc. Sqm 68.89

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 24.37

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 61.41

13 12.5 mm thick cement plaster 1:5. Sqm 241.09

14 12.5 mm thick cement plaster 1:4. Sqm 61.41

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 302.5

16 16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. Sqm 302.5

17 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 302.5

18 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 48

19 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 13.41

20 Floating coat of 1:5 mm thick neat cement laid in one operation to the topping. Sqm 48

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 7.6

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

23 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

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

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 13.41

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

27 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

28 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

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

30 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

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

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

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 30 MLD, S.T.P. BATALA, DISTRICT GURDASPUR

Construction of Sump Well (12.5 lac litre)

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

1 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 2862.62

0.0 4,1(a) Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal Cum 890.43

0.9 29.7 B Extra for filling earth in 15 cm layers and compaction Cum 890.43

2 10.11 b (ii) Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 49.73

3 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 205.61

4 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 158.96

5 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 135.9

6 shuttering for faces of concrete foundations and foundation beam and plinth beam (verticle or battering) sqm 51

7 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 847.8

8 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 1169.7

9 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 50

10 Applying priming coat with metal primer on new steel or iron work including preparation of surface.. Sqm 250.07

11 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 250.07

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT , S.T.P. BATALA (30 MLD), DISTRICT GURDASPUR

ESTIMATED SUMMARY OF PUMPING SYSTEM

Sr. No. CSR 2020 / NS Particular Qty Rate Unit Amount (Rs)

1 Market Rate KSB make Sewerage Submersible Pumpset with Stainless Steel Impeller 27 KW , 30 mtr head, 1500 rpm 9 set 365000 / set

2 Market Rate Control Panel for 30 KW pumpset 9 nos. 173001 / no.

Freight & Insurance @ 3% (b)

Total contractor profit (10%) labour (1%) 553586.88

GST 18% Extra 997354.1

Total Cost(A) (Sr. 1-2)

3 P/F testing and commisioning of 'c' class heavy duty ms pipe including fitting all special flanges etc complete

4 P/F NRV complete in all respect 9 9225.13 Nos 83026.17

5 labour for installation of pumpset includion testing and execution etc 9 Nos 46242.63

Total Cost(B) (Sr. 3-5)

PROJECT : STP BATALA (PANJ KHADAL), GURDASPUR (30 MLD)

SLUICE VALVE CHAMBERS & HDPE PIPE FOR CONNECTION (1.2*1.2*1.5 Mtr.)

S. no. CSR Item/NS Particulars Unit No. L B Depth/ Height Contents Rate Amount

1 Earth work Excavation

Excavation for Sluice Valve Chambers Cum 0;[Re6]0

2 C:C 1:4:8 with stone ballast

C:C 1:4:8 foundation (Sluice valve chamber) 7

([email protected] ii) Cum 4254.96

3 Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size 7

4 First class Brick work 1:4 (Foundation)

a For sluice valve chamber (Foundation)

b For sluice valve chamber (Wall)

([email protected]) Total Brick Work 1:4 in Foundation Cum 6060.88

5 Plaster 12.5mm thick in 1:3

a For Sluice valve chamber (Outer wall) 4 1.8

b For Sluice valve chamber (Inner wall) 4 1.65

([email protected]) Total Qty. of Plaster Sqm. 206.7

6 RCC Chamber cover

([email protected]) RCC Chamber cover( M20 Grade) Cum 1 5428.68

Reinforcement 12mm dia bar @200 c/c qtl 16 0.235

Total Cost of one chamber 127579.01

No. of Chambers 20

Grand Total of Civil Work of all Chambers

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

FINANCIAL BID E-Tender No. – DSWC/GSP/2025-26/07

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.355 mm, 400 mm and 200 mm, PE-80, 4 Kg/Cm2 working pressure as per ISI - 4984- 1995 standards); including all allied Electrical & Civil Works with Material from STP, Batala to Village Panj Khandaal, Tehsil Batala, Distt. Gurdaspur 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 58965696

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

Estimate Sanction no. 2065/D.B. dated 11.02.2026, Amount 6,01,38,200/-

PROJECT : STP BATALA (PANJ KHADAL), GURDASPUR (30 MLD)

Electric Power Load incearsing HT&LT Lines Extension with accessaries etc. For Irrgation System Moter Pump set operation complete

Lumsum Cost 1471269

PROJECT : STP BATALA (PANJ KHADAL), GURDASPUR (30 MLD)

ABSTRACT OF COST FOR PIPELINE SYSTEM

S.No. Item Description CSR Item Quantity Unit Rate 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.

a Earth work upto 1.5 m. Depth for All classes of soil except rocky 28.2 (a)(i) 20086.57 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.

a H.D.P.E 355 mm o/d pipe of 4 kg./cm2 PE-80 28.15(F)(d) (A/C Slip -2) 3739 Mtr 3565.29

a H.D.P.E 400 mm o/d pipe of 4 kg./cm2 PE-80 28.15(F)(e) (A/C Slip -2) 306 Mtr

b H.D.P.E 200 mm o/d pipe of 4 kg./cm2 PE-80 28.15(E)(f) (A/C Slip -2) Meter 1137.72

c HDPE 355 mm.x 4 kg./cm2 PE-80 for Riser/Outlet (Avg. 1.5 Mtr./Outlet/Riser ) 28.15(F)(d) (A/C Slip -2) 22 Meter 3565.29

d HDPE 200 mm.x 4 kg./cm2 PE-80 for Riser/Outlet (Avg. 1.5Mtr./Outlet/Riser ) 28.15(E)(f) (A/C Slip -2) 142 Meter 1137.72

e HDPE 355 mm.x4.0 kg./cm2 PE-80 (Sumpwell Connection to STP Outlet Haudi) 28.15(F)(d) (A/C Slip -2) 80 Meter 3565.29

3 Supplying, fixing and jointing H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.

a For pipe lines laid outside habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe.) 28.18 (b) 679379.02

4 Supply & Installation of Alfa-Alfa valve (HDPE)

a For 355 mm Dia NS 22 3326

b for 200 mm. Dia. NS 142 Nos. 1034

5 Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete.

a C.I Double air valve (Size 100mm)(For 355 mm dia HDPE PIPE) 28.30(e) 19 Nos. 7867.77

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

a C.I Single air valve screwed (Size 80mm)(For 200 mm dia HDPE PIPE) 28.29(e) 113 Nos. 4507.12

b C.I Single air valve screwed (Size 50mm)(For 200 mm dia HDPE PIPE) 28.29(d) 0 Nos. 0

7 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 100 mm. Dia. G.I. Pipe (3mts for each ARV ) 28.36 (i) 57 mts 1668.54

b Supply & Jointing of 80 mm. Dia. G.I. Pipe(3mts for each ARV ) 28.36 (h) 339 mts

c Supply & Jointing of 50 mm. Dia. G.I. Pipe (3mts for each ARV ) 28.36 (f) 0 mts 430.97

8 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

a 355mm i/d Sluice Valves flanged 28.27 (A) g 6 Nos. 48647.47

a 400mm i/d Sluice Valves flanged 28.27(A)(h) 1 Nos. 59114.28

b 280mm i/d Sluice Valves flanged 28.27(A)(f) 0 Nos. 0

c 200mm i/d Sluice Valves flanged 28.27(A)(d) 12 Nos. 15241.75

9 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 alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. (For drain crossing)

a 355mm d/i pipe lines laid complete 28.23(h) 80 mts 8266.68

Department of Soil and Water Conservation, Punjab

PROJECT : STP BATALA (PANJ KHADAL), GURDASPUR (30 MLD)

EXCAVATION FOR TRENCHES

Pipe Dia (mm) Length (mts) Depth (1+d) (mts) Average Width of trench (mts) Total Earthwork (Cum)

PROJECT : STP BATALA (PANJ KHADAL), GURDASPUR (30 MLD)

SLUICE VALVE & HDPE PIPE FOR CONNECTION (1.2*1.2*1.5 Mtr.) All rate taken from CSR 2020

S.no. Particulars Unit No. L B Depth/ Height Contents Rate Amount

1 Earth work Excavation

Excavation for Sluice Valve Chambers Cum 0;[Re6]0

2 C:C 1:4:8 with stone ballast

C:C 1:4:8 foundation (Sluice valve chamber) 7

([email protected] ii) Cum 4254.96

3 Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size 7

4 First class Brick work 1:4 (Foundation)

a For sluice valve chamber (Foundation)

b For sluice valve chamber (Wall)

([email protected]) Total Brick Work 1:4 in Foundation Cum 6060.88

5 Plaster 12.5mm thick in 1:3

a For Sluice valve chamber (Outer wall) 4 1.8

b For Sluice valve chamber (Inner wall) 4 1.65

([email protected]) Total Qty. of Plaster Sqm. 206.7

6 RCC Chamber cover

([email protected]) RCC Chamber cover( M20 Grade) Cum 1 5428.68

Reinforcement 12mm dia bar @200 c/c qtl 16 0.235

Total Cost of one chamber 127579.01

No. of Chambers 20

Grand Total of Civil Work of all Chambers

DEPARTMENT OF SOIL & WATER CONSERVATION, PUNJAB

PROJECT : STP BATALA (PANJ KHADAL), GURDASPUR (30 MLD)

ESTIMATED SUMMARY OF NEW PUMPSET

Sr. No. Particular Qty Rate Unit Amount (Rs) Remarks

1 KSB make Sewerage Submersible Pumpset with Stainless Steel Impeller 27 KW , 30 mtr head, 1500 rpm 9 set 365000 / set Market Rate

2 Control Panel for 30 KW pumpset 9 nos. 173001 / no. Market Rate

Freight & Insurance @ 3% (b)

Total contractor profit (10%) labour (1%) 553586.88

GST 18% Extra 997354.1

3 (28.105) P/F testing and commisioning of 'c' class heavy duty ms pipe including fitting all special flanges etc complete

4 (28.31) P/F NRV complete in all respect

labour for installation of pumpset includion testing and execution etc 9 46242.63

PROJECT : STP BATALA (PANJ KHADAL), GURDASPUR (30 MLD)

CARETAKER-CUM-SUPERVISOR FOR MAINTENANCE OF IRRIGATION SYSTEM

Sr. No. Description Qty. Unit Rate Amount (Rs.)

1 Caretaker-Cum-supervisor for system maintenance. (1 Persons @ Rs 10000/- Per Month) Months 36

Note: The deployement of caretaker shall be the responsibility of Water User Society registered at village level.

DEPARTMENT OF SOIL & WATER CONSERVATION (PUNJAB)

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 30 MLD, S.T.P. BATALA, GURDASPUR

Construction of Pump House (8mx6m)

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

1 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 50.78

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 10.14

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 3.92

4 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 21.35

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 22.7

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 5.38

6 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 43.14

7 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 58.2

8 Centering and shuttering for columns (square or rectangular or polygonal in plain). Sqm 83.28

9 Centering and shuttering for sides and soffits of beams, launching girders, bressumers and lintels. Sqm 4.77 400.33

10 9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves, etc. Sqm 68.89

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 24.37

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 61.41

13 12.5 mm thick cement plaster 1:5. Sqm 241.09

14 12.5 mm thick cement plaster 1:4. Sqm 61.41

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 302.5

16 16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. Sqm 302.5

17 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 302.5

18 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 48

19 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 13.41

20 Floating coat of 1:5 mm thick neat cement laid in one operation to the topping. Sqm 48

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 7.6

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

23 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

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

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 13.41

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

27 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

28 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

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

30 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

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

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

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 30 MLD, S.T.P. BATALA, GURDASPUR

Construction of Sump Well (12.5 lac litre)

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

1 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 2862.62

0.0 4,1(a) Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal Cum 890.43

0.9 29.7 B Extra for filling earth in 15 cm layers and compaction Cum 890.43

2 10.11 b (ii) Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 49.73

3 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 205.61

4 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 158.96

5 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 135.9

6 shuttering for faces of concrete foundations and foundation beam and plinth beam (verticle or battering) sqm 51

7 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 847.8

8 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 1169.7

9 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 50

10 Applying priming coat with metal primer on new steel or iron work including preparation of surface.. Sqm 250.07

11 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 250.07