Providing and Laying of High-Density Polyethylene HDPE Pipeline of STP Sujanpur

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/2026-27/12

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. 250mm, 225mm and 200 mm PE-80, 4 Kg/Cm2 working pressure as per ISI - 4984- 1995 standards); Concrete Pillar for holding of Pipe of STP, Sujanpur, 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 13871060

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

Estimate Sanction no. 13172/D.B. dated 06.08.2026, Amount 01,43,17,400/-/-

PROJECT : STP Sujanpur, District Pathankot (5.0 MLD)

Abrtract of Cost

Sr.No. Detail of items Amount

1 Providing, l aying, Jointing, Exevatin of Trenches with backfilling of Pipeline System Complete 13871060

2 Cost of Concrete Pillar for holding of Pipe 26931

PROJECT : STP Sujanpur, District Pathankot (5.0 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 for HDPE 250 mm Pipe. Earth work upto 1.5 m. Depth for All classes of soil except rocky 28.2 (a)(i) 2825.94 Cum 93.78

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 225 mm Pipe. Earth work upto 1.5 m. Depth for All classes of soil except rocky 28.2 (a)(i) 2996.76 Cube 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 250 mm.x 4 kg./cm2 PE-80 for Riser/Outlet (Avg. 1.5Mtr./Outlet/Riser ) 28.15(D)(I) 3623 Meter 1831.24

HDPE Pipes 250 mm 4.0 kg/cm2 for Riser/Outlet (Avg.-1Mtr) 11 Meter 1831.24

3 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 28.15(D)(K) 3842 Meter 1440.77

HDPE Pipes 225 mm 4.0 kg/cm2 for Riser/Outlet (Avg.-1Mtr) 16 Meter 1440.77

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 (d)

a 250 mm i/d Sluice Valve flanged 11 Nos. 22095.56

4 Supply & Installation of Alfa-Alfa valve (HDPE) for 250 mm Dia (Market Rate/ Approved by Depertment NS 11 Nos. 1297

Supply & Installation of Alfa-Alfa valve (HDPE) for 225 mm Dia (Market Rate/ Approved by Depertment NS 16 Nos. 1108

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(e)

a C.I Single air valve (size 80mm) (For250mm, 225mm, 200 mm dia HDPE Pipes) 32 Nos. 4507.12

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. 28.36 (h)

a Supply & Jointing of 80 mm. Dia. G.I. Pipe (3mts for each ARV ) 28.36 (h) 96 mts 1152.36

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 250 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) 3623 mts 36.61

For pipe lines 225 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) 28.18(b) 3842 mts 28.81

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 200 mm i/d Sluice valve Class PN-1.0 as per ISI with Gun metal flap 28.31 (B) d 1 Nos. 16950.12

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 12 Each 23966.07

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) 10 meters 3405.48

Say Say 13871060.00

DEPARTMENT OF SOIL & WATER CONSERVATION, PUNJAB

PROJECT : STP Sujanpur, Pathankot 5.0 MLD)

Cost of Concrete Pillar for holding of Pipe

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

1 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. 1.45 Cum 35.81 6.19

2 Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric tune 0.17 Cum 3812.61 10.11(b) ii

3 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. 1 Cum 5697.32 10.16

4 Providing, laying, fixing and testing... M.S.pipe lines as per IS-1239and specials such as tees, bends, sockets, elbowsetc. Intrenches in the ground including cutting, threading and testing etc. complete. (200mm internal diametre thickness 6.00mm) 3 x 2 =6 Mtr. 6 mtr. 3405.48 28.70 (d)

5 Steel work fixed independently without connecting plates including cutting hoisting and fixing in position MS Flat Length x Width x Thickness x Density i.e. 1.0 x 0.10 x 0.002 x 7850 = 1,57 Kg. =1.57/100 0.0157 Qntl 6390.53 18.1 (b)