Supplying and Laying of HDPE Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2025-26/32

Rates for Civil Works (Approved by CCS Punjab Chandigarh)

Name of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs.

Quoted by Contractor (As % less of Estimated Amount) 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.

Name of Work :- Underground Pipeline Project for Utilization of Treated Water for Irrigation at STP Sangrur (11 MLD)

Sr. No. Items Description Amount (Rs.)

1 Laying of Pipeline and Allied Works

a Providing, Laying, Jointing and Excavation of Trenches with back filling of Pipeline system etc. complete (As Detailed in attached sheets)

b Civil Works for Sump Well for Irrigation with treated water (As Detailed in attached sheets) 0

c Civil Works for Pump Room for Irrigation with treated water (As Detailed in attached sheets)

d Providing and fixing of Motor Pumpset complete (As Detailed in attached sheets)

e Electrical Fittings for Pump House and Pumps (As Detailed in attached sheets)

f Cost of HDD Drill for Road Crossing and Drain Crossing (As Detailed in attached sheets)

g Sluice Valve & HDPE Pipe For Connection

2 Digital Electromagnetic Water Flow Meter (Lump sum) 100000

3 Auto Cut-off System (Lump Sum) 50000

7 G. Total (1+2+3)

Department of Soil and Water Conservation, Punjab

Project : Underground Pipeline Project for Utilization of Treated Water for Irrigation at STP Sangrur (11 MLD)

ABSTRACT SHEET OF MATERIAL FOR PIPELINE SYSTEM

S.No. Item Description CSR 2020/NS Item Qty Unit Rate Add GST on work cont. as per A & C Slip 5 Total 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 1.2 m. Depth for all classes of soil except rocky Deptt Rate 5971.6 Cum 99.1 0.0535 93.78

2 Providing, Laying using JCB/Crane, 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 (Including Riser Pipe)

a H.D.P.E 315 mm o/d pipe of 4 kg./cm², PE-80 28.15 (F)(a) (A/C Slip-2) 2706 mtr 2697.58 0.0535

a H.D.P.E 200 mm o/d pipe of 4 kg./cm², PE-80 28.15 (E)(f) (A/C Slip-2) 4441 mtr 1079.95 0.0535

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) 2% of 28.15 (E) (f) (315mm) 28.18 (b) 54.12 mtr 0.0535

b For pipe lines laid outside habitation & in the open area/ field (2% Extra will be taken for the respective i/d of pipe) 2% of 28.15 (E) (f) (200mm) 28.18 (b) 88.82 mtr 1079.95 0.0535

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

a 315 mm. Dia. (Rate approved by DSWC) NS 17 Each 2494 0.0535

a 200 mm. Dia. (Rate approved by DSWC) NS 32 Each 1034 0.0535

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

a C.I Single air valve screwed (Size 80mm) (For 315 and 200mm Dia HDPE Pipe) 28.29(e) 8 Each 4278.23 0.0535 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.

a Supply & Jointing of 80 mm. Dia. G.I. Pipe (3 mtr for each ARV) 28.36 (h) (A/C Slip 4) mtr 1093.84 0.0535 1152.36

7 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 in-charge) (Class PN-1 as per ISI)

a 350 mm i/d Sluice Valves flanged 28.27(A) (g) 5 Nos. 46177.44 0.0535

b 200 mm i/d Sluice Valves flanged for CCT to Sump 28.27(A) (d) 4 Nos. 14467.73 0.0535

8 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 Road crossing)

a 400mm i/d pipe lines laid complete 28.23 (i) 40 mtr 9441.48 0.0535

9 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. Note: If Non-return valves class PN-1.6 isused instead of class PN-1.0 , than 5% will be paid extra.

Class PN-1.0 as per ISI with gun metal flap

350mm i/d Non-return valve 28.31 (B) (h) 2 Each 53342.9 0.0535

10 Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.

Inside size 90x150 cm and 120 cm deep

For Chlorinated tank and Sump Well Water Control 29.55 b as per A&C slip 2 2 Each 22749 0.0535 23966.07

10.1 Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth.

Department of Soil and Water Conservation, Punjab

Project : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT S.T.P. Sangrur (11 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 1 2.1 2.1 1.9

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

C:C 1:4:8 foundation (Sluice valve chamber) 1 1.88 1.88 0.15

([email protected] ii) Cum 4320.28

3 Cement Concrete 1:2:4 with Stone Agrregate 20mm Nominal Size 1 1.88 1.88 0.15

([email protected] ii) Cum 5366.15

4 First class Brick work 1:4 (Foundation)

a For sluice valve chamber (Foundation)

long wall 2 1.88 0.45 0.15

Short wall 2 0.98 0.45 0.15

b For sluice valve chamber (Wall)

long wall 2 1.66 0.23 1.5

Short wall 2 1.2 0.23 1.5

([email protected]) Total Brick Work 1:4 in Foundation Cum 5486.05

5 Plaster 12.5mm thick in 1:4

a For Sluice valve chamber (Outer wall) 4 1.66 1.5

b For Sluice valve chamber (Inner wall) 4 1.2 1.5

([email protected]) Total Qty. of Plaster Sqm. 196.31

6 RCC Chamber cover

([email protected]) RCC Chamber cover( M-25 Grade) Cum 1 1.66 1.66 0.1 6792.77

Reinforcement 12mm dia bar @200 c/c qtl 16 1.66 0.89

Total Cost of one chamber

Total Amount of one chamber

No. of Chambers 16

Grand Total of Civil Work of all Chambers

Department of Soil and Water Conservation, Punjab

Project : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT S.T.P. Sangrur (11 MLD)

Construction of Pump House [6mx4m]

Sr No CSR 2020/NS Description of Items Qty Unit Rate (INR) Add GST on work cont. as per A & C Slip 5 Total Rate Amount (INR)

1 6.6 Earth work in excavation in foundations 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 182 0.0535 191.74

2 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 6042.77 0.0535

3 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 steelreinforcement centring and shuttering in superstructure. Cum 6792.77 0.0535

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 4320.28 0.0535

5 6.8 C (ii) Earth filling under floors with surplus soil containing more than 40% taking outside the premises in 15 cm layers including ramming watering and consolidated lead upto 1000 m Cum 327 0.0535

5.1 10.26 Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded Sqm 331 0.0535

6 18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 7517.43

7 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 210 0.0535

8 9.4 Centering and shuttering for columns (Square or rectangular or poly gonal in plain) Sqm 477 0.0535

9 9.6 Centering and shuttering for sides and soffits of beam,beams, launching girders, bressumers, lintels. Sqm 380 0.0535

10 9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Sqm 532 0.0535

11 11.6 (i) First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 meter above plinth level Cum 5486.05 0.0535

12 13.13 (i) Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm 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 743.38 0.0535

13 15.1 12.5 mm thick cement plaster 1:5 Sqm 188.31 0.0535

14 15.9 12.5 mm thick cement plaster 1:4 Sqm 196.31 0.0535

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 80 0.0535

16 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface Sqm 21 0.0535

17 16.59 (A&C Slip-1) Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm Sqm 120 0.0535

18 14.10 (A&C Slip-1) Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material Sqm 749 0.0535

19 14.3 (A&C Slip-1) Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm and 100mm sand filling using mechanical mixer for mixing of material Sqm 403 0.0535

20 14.4 Floating coat of 1:5mm thick neat cement laid in one operation to the topping Sqm 29 0.0535

21 13.74 Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. Mtr 232 0.0535

22 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 Engineerin- charge No. 135 0.0535

23 13.45 Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 Each 95 0.0535

24 13.46 Khurra on roof as per item No. 13.43 with C.I. Spouts 100 mm dia fixed in position. Each 127 0.0535

25 14.137 (A&C Slip 2) 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 process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern 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 IS code :15658 (2006) Sqm 645 0.0535

26 18.29 (a) Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect. (a)For single rebate. Kg 89 0.0535

27 18.1 Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects Sqm 3900 0.0535

28 18.38 Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flashwelded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazingand wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items) Kg 128 0.0535

29 18.25 (b) Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. (b) Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area Sqm 598 0.0535

30 18.27(A&C Slip 4) Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects. Sqm 906 0.0535

31 16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. Sqm 24 0.0535

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 66 0.0535

(A) SubTotal Amount

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Project : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT S.T.P. Sangrur (11 MLD)

(A) Construction of Pump House (6.0mx4.0m)

Sr No CSR 2020/NS Description of items Unit No L B D/H Contents

1 6.6 Earth work in excavation in foundations 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.

Footing F1 6 1.8 1.8 1.5

Long Wall 2 2.485 0.6 0.35

Short Wall 2 2.285 0.6 0.35

Pump Foundation 1 3.8 0.999 0.1

Total Qty 32.03 Cum

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

Footing F1 6 1.8 1.8 0.15

Long Wall 2 2.485 0.6 0.15

Short Wall 2 2.285 0.6 0.15

Under Footing of Pump Foundation (3.5x2m) 1 3.8 0.999 0.25

Total Qty 5.97 Cum

3 6.8 C (ii) Earth filling under floors with surplus soil containing more than 40% taking outside the premises in 15 cm layers including ramming watering and consolidated lead upto 1000 m

Floor Area 1 6 4 0.2

Total Qty 4.8 Cum

Sr No CSR 2020/NS Description of items Unit No L B D/H Contents

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.

Footing F1 6 1.5 1.5 0.4

Plinth Beam Long Wall 2 5.335 0.3 0.45 1.44

Plinth Beam Short Wall 2 3.71 0.3 0.45 1

Pump foundation 1 3 2 0.5 3

Total Qty 10.84 Cum

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.

Lintel Beam/Band long wall 2 5.335 0.23 0.23 0.56

Lintel Beam/Band short wall 2 3.71 0.23 0.23 0.39

Total Qty 13.49 Cum

0.9 10.26 Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded

Short Wall 2 3.71 0.23 - 1.71

Deduction Door D1 -1 1.2 0.23 - -0.28

Total Qty 3.88 Sqm

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

- - Total Qty 22.8 qtl

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

Plinth Beam Long Wall 2 5.335 - 0.45 9.6

Plinth Beam Short Wall 2 3.71 - 0.45 6.68

Pump foundation 1 3.5 2 0.5 5.5

Total Qty 36.18 Sqm

8 9.4 Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Total Qty 49.36 Sqm

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

Lintel Beam/Band long wall 2 5.335 0.23 0.23 7.36

Lintel Beam/Band short wall 2 3.71 0.23 0.23 5.12

Total Qty 30.84 Sqm

10 0.0 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Total Qty 39.45 Sqm

11 11.6 (i) First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

Parapet Long Wall 2 7.36 0.23 0.3 1.02

Parapet Short Wall 2 0.000 0.23 0.3 0.68

Stair Steps 1 1.35 0.23 0.45 0.14

Stair Steps 1 1.35 0.23 0.3 0.09

Total Qty 14.5 Cum

12 13.13 (i) Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing

Total Qty 33.81 Sqm

13 15.1 12.5 mm thick cement plaster 1:5

Long Wall 2 6 - 4 48

Short Wall 2 4 - 4 32

Parapet Long Wall 2 6.9 - 0.98 13.52

Parapet Short Wall 2 0.000 - 0.98 9.6

Deductions Door D1 -1 1.2 - 0.999 -3.06

Ventilator V1 -2 0.45 - 0.45 -0.41

Short Wall 2 4.46 - 3.35 29.88

Parapet Long Wall 2 7.36 - 0.98 14.43

Parapet Short Wall 2 5.36 - 0.98 10.51

Stair Steps Side 2 0.3 - 0.3 0.18

Stair Steps Front 1 1.2 - 0.3 0.36

Stair Steps Side 2 0.3 - 0.15 0.09

Deductions Door D1 -1 1.2 - 0.999 -3.06

Ventilator V1 -2 0.45 - 0.45 -0.41

Total Qty 181.5 Sqm

14 15.9 12.5 mm thick cement plaster 1:4

Total Qty 33.81 Sqm

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

Qty as per item no 13 & 14 - - - - 215.31

Total Qty 215.31 Sqm

16 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Qty as per item no 13 & 14 - - - - 215.31

Total Qty 215.31 Sqm

17 16.59 ( A&C Slip -1) Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm

Qty as per item no 13 & 14 - - - - 215.31

Total Qty 215.31 Sqm

18 14.10 ( A&C Slip -1) Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material

Pump Room 1 6 4 - 24

Total Qty 24 Sqm

19 14.3 (A&C Slip 1) Base course of floor consisting of 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material

Outer side Around Pump house Long Side 2 7.36 0.45 - 6.62

Outer side Around Pump house Short Side 2 4.46 0.45 - 4.01

Total Qty 10.63 Sqm

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

Pump Room 1 6 4 - 24

Total Qty 24 Sqm

21 13.74 Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item)

UPVC Pipe 110mm 2 - - 4.15 8.3

Total Qty 8.3 m

22 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

A UPVC 110 mm bend 4 - - - 4

Total Qty 4 Nos

23 13.45 Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16

Total Qty 2 each

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

Total Qty 2 each

25 14.137 (A&C Slip-2) 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 process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern 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 for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths).

Outer side Around Pump house Long Side 2 7.36 0.45 - 6.62

Outer side Around Pump house Short Side 2 4.46 0.45 - 4.01

Total Qty 10.63 sqm

26 18.29 a Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect. (a)For single rebate.

Total Qty 26.25 Kg

27 18.1 Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects

Total Qty 2.52 Sqm

28 18.38 Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flashwelded, 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 specification, Drawings and to the entire satisfaction of engineer-in- charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items)

Window W1 2 30 - - 60

Window W2 2 40 - - 80

Total Qty 140 Kg

29 18.25 b Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. (b) Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area

Total Qty 8.82 sqm

30 18.27 (A&C Slip 4) Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.

Total Qty 8.82 sqm

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

Building Sqm 1 1.2 - 2.1

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

Door Sqm 1 1.2 - 2.1

Department of Soil and Water Conservation, Punjab

Project : STP Sangrur (11 MLD)

Estimate for Cost of Pumping System Installation

Sr. No. CSR 2020/NS Description of items Unit Qty Rate (INR) Add GST on work cont. as per A & C Slip 5 Total Rate Amount (INR)

A Pumping set estimated cost:-

1 NS Providing, fitting & commesioning of ISI Mark Monoblock Non-clog pumpset with Panel Board, Fuse Box, Cable for connection from Pump to Panel within the pump Room for 11 MLD discharge and 22 Meter Head and power of 20 HP (as calculated in head loss sheet) (Non- Schduled Item, cost considered as per market rate) (excluding the cost of Panel Board, Fuse Box, Cable ) self propeller motor Set 5 307138.14 -

2 NS Supply of powercoated MS Sheet frame Fabricated Control Panel consisting of Suitable Size VFD a semi conductor based motor starter to safety start & stop electric motors as well as fully control the speed of the motor during its operation further through control the supply voltage and frequency for the 20HP pump set. along with protection from voltage and current surges and suitable size MCCB composite complete in all respect as per relevant IS codes. Set 5 55440 -

3 28.21 (d) Providing, cutting, Jointing and testing of C.I. Double Flanged pipes with casted flanged as per IS:7181, class-B (ISI marked with the prior approval of Engineer-in-charge), including cost of nut bolts and rubber insertion complete including all cartage.150 mm i/d (Total 30 mts for each pumpset i.e. total of 150 mtrs for 5 pumpset) for suction pipe from sump to pumping units & for delivery pipe manifold connecting all pumping units to HDPE pipe main line mts 150 3131.5 0.0535 3299.04

4 28.8 (d) Extra for fixing of double flanged pipes in vertical position for over head reservoir & stand pipes, scaffolding, derricks, Jim poles, tools and plants, ropes, guys, etc. Complete as desired by Engineer-in-Charge.150mm i/d pipe lines laid complete (for suction pipes) mts 100 178.01 0.0535 187.53

5 28.24(a) Supplying and laying C.I. specials suction pipe from sump to pumping units as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications.. C.I. specials upto 300mm i/d .

a Bend on suction and delivery pipes (150mm i/d weighing 45 kg each) Total weight for 5 pumpsets 45x10=450 kg kg 450 77.99 0.0535 82.16

b Flange (150mm i/d weighing 26 Kg each) Total weight for three pumpsets 26x10x5=1300 Kg kg 1300 77.99 0.0535 82.16

c Tee (150x150 mm weighing 47 kg each) Total weight for 5 tees= 47x5=235kg kg 235 77.99 0.0535 82.16

d One taper (150mmx200 mm weighing 51 kg each) 5x51=255 kg kg 255 77.99 0.0535 82.16

e Blank Flange (150mm i/d weighing 11kg each) Total weight for 5 Pumpsets 11*10=110Kg kg 110 77.99 0.0535 82.16

6 28.27 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). (A) Class PN-1 as per ISI (C) 150mm i/d Sluice Valve flanged

Total for 5 Pumpsets 1x5=5 Nos. Each 5 8461.49 0.0535 8914.18

7 28.29 (e) Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete € C.I. Single air valve screwed (Size 80mm)

Total for 5 Pumpsets 1x5=5 Nos. Each 5 4278.23 0.0535 4507.12

8 28.31 (B) (d) Proving & 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. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. (B) Class PN-1.0 as per ISI with gunmetal flap (d) 150mm i/d Non return Valve

Total for 5 Pumpsets 1x5=5 Nos. Each 5 8730.35 0.0535 9197.42

9 28.96 (B) Jointing of C.I. Pipes as per IS:1536, Valves and specials with lead caulked joints ,including cost of lead , yarn and cost of labour fuel and tools etc with testing complete. For 150mm i/d pipe lines

Total for 5 Pumpset = 80 Nos. Each 80 1059.53 0.0535 1116.21

10 28.97 (C) Cutting of C.I. Pipes , specials and chipping or filing the surface to a uniform finish. © 150mm i/d pipelines

Total for 5 Pumpsets =80 Nos. Each 80 67.63 0.0535 71.25

11 28.12 Providing and fixing of Pressure switch of approved make in MS pipe line suitable for line presure up 15kg/cm2 & including connection with main panel etc. as required complete in all restect

Total for 5 Pumpsets 1x5=5 Nos. Each 5 3606.33 0.0535 3799.27

12 28.131 (e) Providing and fixing in position Cast Iron Foot valves flanged ends with rubber sheat as per IS 4038 including cost of Nut Bolt , rubber insertion complete in all respect 150mm i/d Cast Iron Foot valves Each 5 6198.88 0.0535 6530.52

13 28.121 (a) Providing and fixing S.S Pressure Gauge complete as required complete in all respect. ( a ) Dial diameter 150mm calibration 0-16 Kg Each 5 1027.61 0.0535 1082.59

14 28.128(c) Supplying, Laying, Testing and Commissioning of ISI marked BUTTERFLY VALVE PN 1.6, with Gun metal seal duly ISI marked complete with rubber insertion, nuts, bolts and washers, matching flanges of required thickness, etc. complete as per specifications. 150 mm i/d Each 8 5179.16 0.0535 5456.24

15 28.28 (a) Providing & fixing Fire Hydrants with jointing including all carriages complete (without Fire Hydrants surface box) Size 80mm complete in all respect. (a) C.I Fire Hydrants IS-908 Each 5 6770.93 0.0535 7133.17

16 18.7 Structural steel work in compound girders or Stanchions built up from two or more R.S. joists or channel section or plates & angles etc. including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, rivets, welding rod, etc. complete with flange plates, heads, sole plates, angle connections, etc. with hoisting and erecting in position

For suction pipe installing and dismantling 5 pumps Qtl 2.2 9394.28

Department of Soil and Water Conservation, Punjab

Project Name: Undergorund Pipeline Project for Utilization of Treated Water for Irrigation at STP, Sangrur (11 MLD)

Elecrtical Estimate for Pump Room

Sr. No. CSR 2020/NS Description of items Unit Qty Rate (INR) Add Premium as per A & C Slip 3 Total Rate Add GST on work cont. as per A & C Slip 5 Total Rate Amount (INR)

1 34.02 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) 100watts, 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 CI 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):-

I (a) Wiring fan point (Without fan box) Each 2 829 0.25 0.0535 1091.69

I (b) Wiring fan point (With fan box) Each 2 919 0.25 0.0535 1210.21

ii Wiring light point Each 10 579 0.25 0.0535 762.47

v Wiring 6Amp. Wall socket point Each 5 470 0.25 0.0535 618.93

vi Wiring 16/20 Amp. Power plug control point Each 2 363 0.25 0.0535 478.03

2 34.09 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:-

iii Overall size 2.5 sq. mm (Un-sheathed) Meter 150 27 0.3 0.0535 36.98

iv Overall size 4.0 sq. mm (Un-sheathed) Meter 150 39 0.3 0.0535 53.41

3 34.12 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:-

(x) Heavy Gauge PVC Conduit Pipe 25mm dia (Flushed) Meter 100 48 0.4 0.0535 70.8

4 34.13 (xiii) 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 GI 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).

(a) 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) Each 5 2518 0.25 0.0535 3315.89

5 34.10 (B) 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:-

xiii Overall size 95 sq mm (4 core) Armoured (Loose) Meter 300 409 0.95 797.55 0.0535

xxxvii Overall size 16 sq mm (4 core) Armoured (Loose) Meter 100 123 0.9 233.7 0.0535

6 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:-

ii MCB Single Pole 6-32 amp. (10kA, Curve-C) Each 10 134 0.5 201 0.0535

iii MCB Single Pole 40 amp. (10kA, Curve-C) Each 2 278 0.5 417 0.0535

7 34.16 C 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

i RCCB Double Pole 16/25 amp. Sensitivity 30mA Each 2 1608 0.15 0.0535 1948.13

8 34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/ RCBO's/ RCCB's: Supply and erection of sheet metal Double Door 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, 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 etc:-

ii SP&N Double Door Distribution Board 8 way each Each 2 1169 0.15 0.0535 1416.27

9 34.25 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:-

i Cable Tray Size 150mm X 50 mm X 50 mm (2mm thick) Meter 100 723 0.4 0.0535 1066.35

10 34.37 A (iv) 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/ Inner dia.) Meter 200 276 0 276 0.0535 290.77

11 NS 1 LT PANEL Each 1 171563 0

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 specifications).

MCC Panel for 5nos 20 HP pump

SECTION-1 INCOMER

100Amp FP MCCB (50KA) DN2-250N 160-200

Thermal release with O/C, S/C ON/OFF/TRIP Block

Spreader Terminal Rotary Handle, CBCT with ELR:D2EFR1

Digital Mulfunction Meter RS485 PM130EH, CL:0.5

Digital Ammeter with ASS

Digital Voltmeterwith VSS

Metering CT 250/5, 10VA, Class-0.5 (Resin Cast)

ON/OFF/TRIP LED type Indicating Light

20 HP DOL STARTER (Separate compartment)

MPCB 14 to 20 Amps TP with 1NO+1NC Block

MOG-H1, Rotary type with external operating handle

Contractor MNX-32, 2NO+2NC, 230V AC

Over Current Relay (MPRD-2) with CTS 20 Amps

Auxillary Contractor 2NO+2NC 230V AC

Auto Mannual Selector Switch

ON/OFF Push Button

ON/OFF/TRIP LED Type Indicating light

MCB 6 Amps Double Pole

TRANSFORMER SECTION

Control Transformer 500VA 440/230V AC

MCB 6 Amps Double Pole

MCB 16 Amps Double Pole

Double Side Panel 2mm thickness CRCA Sheet

Alumminium Bus Bar HINDALCO make suitable for

100 Amps Load, 50 KA

12 NS 2 Supply and installation of Heavy Duty Exhaust fan 450mm with 1400rpm. Approved Make Crompton, Havells, Bajaj or equivalent Each 2 4855 0 4855

13 NS 3 Supply and installation of Led Tube light 20-22 watt with make of Phillips, Bajaj and Wipro. Item to include all amterial and lobour complete as per Specification and entire satisfaction of Engineer In Charge. Each 5 450 0

14 NS 4 Supply and installation of Ceiling Fan 1200mm with Double ball bearing. Approved Make Crompton, Havelles, Bajaj or equivalent Each 2 2674 0

Total Electrical Estimated Amount

Department of Soil and Water Conservation, Punjab

HDD Drilling Estimate

Sr. No. CSR 2020/NS Description Unit Qty Rate (INR) Add Premium as per A & C Slip 3 Total Rate Amount (INR)

1 NS HDD Drilling estimate for Road Crossing and Drain Crossing (As per quotation received from market) (400) Per meter (Road Cut) 40 10233 -