HDPE UGPL with Civil Work and Roof Top Rain Water harvesting System

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Tender No: DSWC/JAL/2025-26/06

Name of the Firm/Bidder

Address of Firm/Bidder

Mobile No of Firm/Bidder Email ID of Firm

Name of work: Providing and laying of High-Density Polyethylene (HDPE) pipeline (Dia.200 mm, PE-80, 4 Kg/cm2 working pressure as per IS 4984-2016 standards); including all allied electrical and civil works with material from 4 MLD STP Sultanpur Lodhi, District: Kapurthala for supply of treated water for irrigation and Installation of Roof Top Rain Water Harvesting and Recharging Systems at various buildings in Distt.-Jalandhar.

Total Estimated Amount of Works Rs. Rupees Eighty Four Lakh Forty Three Thousand Two Hundred Twenty 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.

Note: Please refer to DNIT for item wise rate and details.

Name of Work :-PROVIDING AND LAYING OF HIGH-DENSITY POLYETHYLENE (HDPE) PIPELINE (DIAMETER 200 MM, PE-80, 4 Kg/cm2 WORKING PRESSURE AS PER 4984-1995 STANDARDS); INCLUDING ALL ALLIED WORKS WITH MATERIAL AS PER DNIT FROM 4 MLD STP SULTANPUR LODHI, DISTRICT: KAPURTHALA FOR SUPPLY OF TREATED WATER FOR IRRIGATION. .

Item of Work Rate in (Rupees) Total in Rupees

Providing, Laying, Jointing and Excavation of Trenches with back filling of Pipeline system etc. complete in all respects. (As detailed in attached sheet) HDPE 200mm 4Kg/sq cm, PE-80 Rupees Fifty Five Lakh Forty Nine Thousand Nine Hundred Nine only

Civil Works for Pump Room for Irrigation with treated water (As detailed in attached sheet) Rupees Six Lakh Twenty Seven Thousand Nine Hundred Five only

Providing and fixing of Pumping System complete (As detailed in attached sheet) Rupees Eighteen Lakh Twenty Nine Thousand Six Hundred Seventy Eight only

Electric Fittings for pump house and pumps (As detailed in attached sheet) Rupees Two Lakh Eighty Thousand Seven Hundred Twenty Eight only

Sub total Rupees Eighty Two Lakh Eighty Eight Thousand Two Hundred Twenty only

Digital Water Flow Meter (Lump Sum) 150000 Rupees One Lakh Fifty Thousand only

Sign Boards (Lump Sum) 5000 Rupees Five thousand only

Grand Total STP Project Rupees Eighty Four Lakhs Forty Three Thousand Two Hundred Twenty only

Roof Top Rain Water Harvesting and Recharging Project, GHS, Bagga Rupees Three Lakhs Twenty Two Thousands Six Hundred Eighty Five Only

Roof Top Rain Water Harvesting and Recharging Project, Agriculture Office, Bhogpur Rupees Two Lakhs Fifty Six Thousands Nine Only

Roof Top Rain Water Harvesting and Recharging Project, Centre of Excellance, Dhogri Rupees Two Lakhs Forty Six Thousands Two Hundred Fifty Six Only

Grand Total of DNIT Rupees Ninty Two Lakhs Sixty Nine Thousand One Hundred Seventy only

Only one of the options is to be filled. More than one option shall be rejected.

Rate filled in any form shall be considered only in %age

Rate shall be filled both in figures and in words, otherwise tender shall be rejected

Rate filled at any other place in the document shall not be considered.

No condition shall be accepted.

PIPELINE SYSTEM

S. No. Description of items Unit Qty Rate Amount (INR)

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 outside/inside the town involving lead upto 15 meter complete in all respect.

Earth work upto 1.5 m. Depth for All classes of soil except rocky Cum 5181.8

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. (Including riser pipe)

H.D.P.E 200 mm o/d pipe of 4 kg./cm2 PE-80 Mtr 4037

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

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(D)(l) Mtr 3986

4 Supply & Installation of Alfa-Alfa valve (C.I)

200 mm. Dia. (Rate approved by DSWC) Each 34

5 Anti-theft mechanism for Alfa-Alfa Valve

200 mm. Dia. (Rate approved by DSWC) Each 34

6 Rate for fixation of Anti-Theft mechanism along with material required with CC 1:2:4 & 1 feet depth Each 150

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

C.I Double air valve (Size 80mm)(For 200 mm =11nos) Each 12

8 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.

Supply & Jointing of 80 mm. Dia. G.I. Pipe (3mts for each ARV ) Mtr 36

9 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

200mm i/d Sluice Valves flanged Each 4

10 Constructing brick masonry manhole in cement mortar 1:5 (1 cement : 5 coarse sand) RCC top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80 kg/cum, foundation concrete 1:4:8 mix (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 agggregate 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 Each 4

Construction of Pump House (5mx3.7m)

S.No. Description of items Unit Qty Rate Amount (INR)

1 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 13.93

2 Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 2.65

3 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 3.7

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 4.72

5 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 6487.45

0.9 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 3.11

6 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 31.26

7 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 21.99

8 Centering and shuttering for columns (Square or rectangular or poly gonal in plain) Sqm 33.92

9 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. Sqm 25.28

10 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Sqm 22.94

11 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. Cum 11.54

12 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 15.96

13 12.5 mm thick cement plaster 1:5 Sqm 129.57

14 12.5 mm thick cement plaster 1:4 Sqm 15.96

15 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 145.53

16 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface Sqm 145.53

17 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 145.53

18 Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm fine sand filling using mechanical mixer for mixing of material Sqm 18.5

19 Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm sand filling using mechanical mixer for mixing of material Sqm 8.5

20 Floating coat of 1:5mm thick neat cement laid in one operation to the topping Sqm 18.5

21 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 244.41

22 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

UPVC 110 mm bend Nos 4

23 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 2

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

25 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 8.5

26 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 26.25

27 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 5.04

28 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) Kg 140

29 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 8.82

30 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 8.82

31 Applying priming coat with metal primer on new steel or iron work including preparation of surface. Sqm 5.04

32 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 5.04

33 Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 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 notto used over footoaths). sqm 18.29

ESTIMATE FOR COST OF PUMPING SYSTEM INSTALLATION

S. No. Description of items Unit Qty Rate Amount (INR)

A Pumping set estimated cost

1 KSB Make Sewage Submersible Pumpset Model KRTK 100-401/234, 21kW/4Pole/415V Solid Size handling capacity – 50mm, Delivery Pipe Size-100mm with Single VFD & Controller IP54 Encloser for 1W+1S (2Nos.), PLC Based Display with 2 Float Switch arrangement, Single Phase prevention, overload, Dry-run Protection, 100L Pressure Tank, Pressure Transmitter& Switch & included with commissioning job (Complete 1 set) GST @18% & Freight included and Transportation included Set 1

2 Providing, fixing, laying and commissioning of a C class heavy duty MS Pipe ISI 1239/3589 including fitting like tee bends sockets elbows flanges nuts gasket etc on the surface providing angle iron support, cement concrete block as support, fixing the pipe on wall/ceiling with suitable clamps including painting one or two coats as required 200mm i/d mtr 60

3 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 & Dilevery pipes & for Hydrant (200mm i/d weighing 49 kg each) Total 10 nos. kg 82.16

b Flange spigots with flanges (200mm i/d weighing 48 kg each) Total 6 nos. (tentative) kg 82.16

c Tee (200x200 mm weighing 74 kg each) Total 4 nos. kg 82.16

d Taper (100mmx200 mm weighing 31 kg each) Total 2 nos. kg 82.16

e Blank Flange (200 mm i/d weighing 9 kg each) Total 6 nos. (tentative) kg 82.16

4 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 200mm i/d Sluice Valves flanged

Total for Two (2) pumpsets 1x2=2 nos Each 2

5 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 Two (2) pumpsets 1x2=2 nos Each 2

6 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 gun metal flap 200mm i/d Non-return valve

Total for Two (2) pumpsets 1x2=2 nos Each 2

7 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 200mm i/d pipe lines

Total for Two (2) pumpsets =32 nos Each 32

8 Cutting of C.I. Pipes , specials and chipping or filing the surface to a uniform finish. 200mm i/d pipe lines

Total for Two (2) pumpsets =32 nos Each 32

9 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 Two (2) pumpsets =2 nos Each 2

10 Providing and fixing S.S Pressure Gauge complete as required complete in all respect.(a) Dial diameter 150mm calibration 0-16 Kg

Total for Two (2) pumpsets =2 nos Each 2

11 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 2

12 Providing & fixing Fire Hydrants with jointing including all carriages complete. (without Fire Hydrant surface box) Size 80mm complete in all respect. (a)C.I Fire Hydrants 1S-908 Each 1

13 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 2 pumps Qtl 1.25 11742.85

14 XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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 1 metre below ground level including excavation, sand cushioning, covering with sand &first class bricks and back filling the trench etc of the required size as per PWD General Specifications:-

Overall size 35sq.mm (3 core) Armoured (Underground) mtr 80

Electrical Estimate for Pump room.

S. No Description of Item Unit QTY. Rate Amount(IN R)

1 RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH

MODULAR SWITCHES: Wiring in PVC insulated copper conductor

single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 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):-

Wiring fan point (Without fan box) Each 2

Wiring fan point (With fan box) Each 2

Wiring light point Each 10

Wiring 6Amp. wall socket point Each 2

Wiring 16/20Amp. power plug control poin Each 1

2 PVC INSULATED FR COPPER CONDUCTOR CABLES:

Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

Overall size 2.5sq.mm (Un-sheathed) Meter 100 3697.79

Overall size 4sq.mm (Un-sheathed) Meter 100

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

Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) Meter 50

4 G.I. EARTHING:

Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the 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).

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 3

5 XLPE INSULATED ARMOURED CABLES (LOOSE):- Meter

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 -

Overall size 95sq.mm (4Core) Armoured (Loose) Meter 200

Overall size 16sq.mm (4Core) Armoured (Loose) Meter 50 8098.78

6 MINIATURE CIRCUIT BREAKERS: Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

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

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

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

RCCB Double Pole 16/25amp., Sensitivity 30mA Each 1

8 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 614391&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:-

SP&N Double Door Distribution Board 8 way each 1

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

Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Meter 50 1066.35 53317.64

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

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

12 Supply and installation of LED tube light 20-22 watts with make of Phillips, Bajaj, and Wipro. Item to include all material and labor complete as per Specification and entire satisfaction of Engineer In Charge. Each 5

13 Supply and installation of ceiling fan 1200 mm with Double ball bearing. Approved Make Crompton, Havells, Bajaj or equivalent. Each 2 2518.24

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

NAME OF PROJECT: ROOF TOP RAIN WATER HARVESTING SYSTEM YEAR 2025-26

GOVERNMENT HIGH SCHOOL, BAGGA

General Abstract of Cost

Sr. No PARTICULARS QUANTITY RATE AMOUNT

1 COST OF RAIN WATER STRUCTURE SILTATION TANK 1

2 COST OF RECHARGING BOREWELL AND P.V.C ACCESSORIES 1

3 COST OF WATER COLLECTION HAUDIS 3

4 COST OF CONVENYANCE SYSTEM PVC 6" (4kg/cm2) in mtr 126

PVC 4" (4kg/cm2) in mtr 78

5 SUPPLYING AND FIXING M.S. GRILL/COVER 1

6 CARRIAGE AND COST OF MATERIAL 1

7 INFORMATION BOARD 3*3 including painting and installation complete in all respects 1

ABSTRACT OF COST SILTATION TANK SIZE: 2M×2M

Sr. No. Particulars Qty Unit Rate Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earthwork excavation of foundation for structure 13.01 cum 182 191.73

2 C/C 1:6:12 with stone ballast wall foundation at bottom 0.91 cum 3290 3466.01

3 Cement Concrete 1:2:4 with stone ballast or shingle at bottom 0.3 cum 4670 4919.84

4 First class brick work laid cm 1:5 above foundation cum 5151 5426.57

5 12.5mm thick cement plaster in 1:4 16.91 sq. m 189 199.11

6 Cement rendering on plaster 1 mm thick 16.91 sq. m 59 62.15

7 Loading and unloading of soil and clearing of site carriage by manual 13.01 cum 102.72 108.21

8 Gravel or filteration mediun in filter unit 0.92 cum 1663 1751.97

9 Grawal for round the bore well 1.18 cum 1663 1751.97

Say Amount 40018

ABSTRACT OF COST FOR MS FRAME

Sr. No. Particulars Qty Rate Final Rate Amount

1 MS sheet 14 gauge cover 4.41

2 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. For cover door frames and filter media retaining frames 106.57

ESTIMATE FOR RECHARGING BOREWELL AND PVC ACCESSORIES

Sr. No. Particulars Qty Unit Rate With GST Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Drilling of Bore Well 300 mm dia 30 mtr 468.53 493.59

2 Suppiy,assembling,lowering ,fixing vertical position in bore well unplasticized PVC medium well screen pipe with ribs conforming to IS 12818, including hire and labour charges fitting and accessories etc.all complete,forall depths as per direction of engineering change.200MM NOMINAL SIZE DIA (6kg/cm2) 24 mtr

3 Providing, Laying, fixing & jointing of P.V.C pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 200 mm pipe of 6kg/sqcm 6 mtr 1417.87

CONSTRUCTION OF COLLECTION HAUDI (Per Unit) Size 0.6 x 0.6 x 0.60 Mtr.

Sr. No. Particulars CSR Qty Current Rate Unit Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earthwork excavation of foundation for collection haudi 6.6 0.000 182 cum 191.74

2 C/C 1:6:12 with stone ballast wall foundation 10.8 b ii 0.17 cum 3466.02

3 C/C 1:2:4 over PCC Work 10.13 a i 0.06 cum

4 First class brick work laid cm 1:5 in foundation and plinth 11.5 cum 5426.57

5 12.5mm thick cement plaster in cm 15.9 sq m

7 Cold Twisted Bars Fe-500 18.18 0.000 6497 6844.59

Cost of PVC pipe and PVC accessories

Sr. No. Particulars No. L (m) B (m) H/D (m) Quantity (cum)

1 Earth Work Excavation For Laying Of PVC 160 mm 4kg/cm2 1

2 C/C 1:6:12 below main pipe manual work 1 0.3

Sr. No. Particulars CSR Qty Rate Unit Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earth Work Excavation For Laying Of PVC 160 mm 4kg/cm2 6.6 182 cum 191.73

2 C/C Work 1:6:12 pvc laying and Restoration 10.8 b ii 3290 cum 3466.01

Sr. No. PARTICULARS CSR QTY RATE With GST UNIT PREMIUM Final Rate AMOUNT

1 Providing, Laying , Fixing & Jointing Of P.V.C. Pipes As Per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.

pvc pipe 6" (4 kg/cm2) for conveyance 28.13 (xxiii) 126 mtr 680.07

pvc pipe 4" (4 kg/cm2) for parnala 28.13 (xxii) 197.83 mtr 329.29

2 Cost of PVC accessories including transportation (i.e clamps, bolts etc @ 5% NS 0

SAY AMOUNT 140943

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Note: Merthal is nearest Quarry. Carriage as per Merthal Distance from Jalandhar

SR. NO. Item CSR 2020 Carriage Rate Premium (%) Rate after premium Unit Qty Unit Total Amount = Amount * Qty.

1 Carriage of Sand

Less Initial 5 km Carriage 5.2 (i) 182.4 cum 5.32 cum

2 Carriage of Bajri + Gravel of 1/16'' to 1/8'' + Gatka (40mm) (Cum)

Less Initial 5 km Carriage 5.2 (i) 182.4 cum 9.26 cum -1806.87

Carriage Amount Total (1+2)

Grand Total Amount (Say) 7387

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

NAME OF PROJECT: ROOF TOP RAIN WATER HARVESTING SYSTEM YEAR 2025-26

Agriculture Office Bhogpur

General Abstract of Cost

Sr. No PARTICULARS QUANTITY RATE AMOUNT

1 COST OF RAIN WATER STRUCTURE SILTATION TANK 1

2 COST OF RECHARGING BOREWELL AND P.V.C ACCESSORIES 1

3 COST OF WATER COLLECTION HAUDIS 4

4 COST OF CONVENYANCE SYSTEM PVC 6" (4kg/cm2) in mtr 75

PVC 4" (4kg/cm2) in mtr 75

5 SUPPLYING AND FIXING M.S. GRILL/COVER 1

6 CARRIAGE AND COST OF MATERIAL 1

7 INFORMATION BOARD 3*3 including painting and installation complete in all respects 1

ABSTRACT OF COST SILTATION TANK SIZE: 2M×2M

Sr. No. Particulars Qty Unit Rate Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earthwork excavation of foundation for structure 13.01 cum 182 191.73

2 C/C 1:6:12 with stone ballast wall foundation at bottom 0.91 cum 3290 3466.01

3 Cement Concrete 1:2:4 with stone ballast or shingle at bottom 0.3 cum 4670 4919.84

4 First class brick work laid cm 1:5 above foundation cum 5151 5426.57

5 12.5mm thick cement plaster in 1:4 16.91 sq. m 189 199.11

6 Cement rendering on plaster 1 mm thick 16.91 sq. m 59 62.15

7 Loading and unloading of soil and clearing of site carriage by manual 13.01 cum 102.72 108.21

8 Gravel or filteration mediun in filter unit 0.92 cum 1663 1751.97

9 Grawal for round the bore well 1.04 cum 1663 1751.97

Say Amount 39773

ABSTRACT OF COST FOR MS FRAME

Sr. No. Particulars Qty Rate Final Rate Amount

1 MS sheet 14 gauge cover 4.41

2 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. For cover door frames and filter media retaining frames 106.57

ESTIMATE FOR RECHARGING BOREWELL AND PVC ACCESSORIES

Sr. No. Particulars Qty Unit Rate With GST Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Drilling of Bore Well 250 mm dia 36 mtr 450.89

2 Suppiy,assembling,lowering ,fixing vertical position in bore well unplasticized PVC medium well screen pipe with ribs conforming to IS 12818, including hire and labour charges fitting and accessories etc.all complete,forall depths as per direction of engineering change.150MM NOMINAL SIZE DIA (6kg/cm2) 30 mtr 1344.64 1416.58

3 Providing, Laying, fixing & jointing of P.V.C pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 150 mm pipe of 6kg/sqcm 6 mtr 1012.58 1066.75

CONSTRUCTION OF COLLECTION HAUDI (Per Unit) Size 0.6 x 0.6 x 0.60 Mtr.

Sr. No. Particulars CSR Qty Current Rate Unit Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earthwork excavation of foundation for collection haudi 6.6 0.000 182 cum 191.74

2 C/C 1:6:12 with stone ballast wall foundation 10.8 b ii 0.17 cum 3466.02

3 C/C 1:2:4 over PCC Work 10.13 a i 0.06 cum

4 First class brick work laid cm 1:5 in foundation and plinth 11.5 cum 5382.23

5 12.5mm thick cement plaster in cm 15.9 sq m

7 Cold Twisted Bars Fe-500 18.18 0.000 6497 6844.59

Cost of PVC pipe and PVC accessories

Sr. No. Particulars No. L (m) B (m) H/D (m) Quantity (cum)

1 Earth Work Excavation For Laying Of PVC 160 mm 4kg/cm2 1

2 C/C 1:6:12 below main pipe manual work 1 0.3

Sr. No. Particulars CSR Qty Rate Unit Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earth Work Excavation For Laying Of PVC 160 mm 4kg/cm2 6.6 cum 191.73

2 C/C Work 1:6:12 pvc laying and Restoration 10.8 b ii 3290 cum 3466.01

Sr. No. PARTICULARS CSR QTY RATE With GST UNIT PREMIUM Final Rate AMOUNT

1 Providing, Laying , Fixing & Jointing Of P.V.C. Pipes As Per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.

pvc pipe 6" (4 kg/cm2) for conveyance 28.13 (xxiii) 75 mtr 680.07

pvc pipe 4" (4 kg/cm2) for parnala 28.13 (xxii) 75 mtr 329.29

2 Cost of PVC accessories including transportation (i.e clamps, bolts etc @ 5% NS 0

SAY AMOUNT 95085

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Note: Merthal is nearest Quarry. Carriage as per Merthal Distance from Jalandhar

SR. NO. Item CSR 2020 Carriage Rate Premium (%) Rate after premium Unit Qty Unit Total Amount = Amount * Qty.

1 Carriage of Sand

0-100 km 5.2 (i) 656 cum 4 cum

Less Initial 5 km Carriage 5.2 (i) 182.4 cum 4 cum

2 Carriage of Bajri + Gravel of 1/16'' to 1/8'' + Gatka (40mm) (Cum)

0-100 km 5.2 (i) 656 cum 7 cum

Less Initial 5 km Carriage 5.2 (i) 182.4 cum 7 cum

Carriage Amount Total (1+2)

Grand Total Amount (Say) 5574

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

NAME OF PROJECT: ROOF TOP RAIN WATER HARVESTING SYSTEM YEAR 2025-26

Centre of Excellence, Dhogri

General Abstract of Cost

Sr. No PARTICULARS QUANTITY RATE AMOUNT

1 COST OF RAIN WATER STRUCTURE SILTATION TANK 1

2 COST OF RECHARGING BOREWELL AND P.V.C ACCESSORIES 1

3 COST OF WATER COLLECTION HAUDIS 5

4 COST OF CONVENYANCE SYSTEM PVC 6" (4kg/cm2) in mtr 40

PVC 4" (4kg/cm2) in mtr 120

5 SUPPLYING AND FIXING M.S. GRILL/COVER 1

6 CARRIAGE AND COST OF MATERIAL 1

7 INFORMATION BOARD 3*3 including painting and installation complete in all respects 1

ABSTRACT OF COST SILTATION TANK SIZE: 2M×2M

Sr. No. Particulars Qty Unit Rate Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earthwork excavation of foundation for structure 13.01 cum 182 191.73

2 C/C 1:6:12 with stone ballast wall foundation at bottom 0.91 cum 3290 3466.01

3 Cement Concrete 1:2:4 with stone ballast or shingle at bottom 0.3 cum 4670 4919.84

4 First class brick work laid cm 1:5 above foundation cum 5151 5426.57

5 12.5mm thick cement plaster in 1:4 16.91 sq. m 189 199.11

6 Cement rendering on plaster 1 mm thick 16.91 sq. m 59 62.15

7 Loading and unloading of soil and clearing of site carriage by manual 13.01 cum 102.72 108.21

8 Gravel or filteration mediun in filter unit 0.92 cum 1663 1751.97

9 Grawal for round the bore well cum 1663 1751.97

Say Amount 39948

ABSTRACT OF COST FOR MS FRAME

Sr. No. Particulars Qty Rate Final Rate Amount

1 MS sheet 14 gauge cover 4.41

2 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. For cover door frames and filter media retaining frames 136.81

ESTIMATE FOR RECHARGING BOREWELL AND PVC ACCESSORIES

Sr. No. Particulars Qty Unit Rate With GST Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Drilling of Bore Well 250 mm dia 36 mtr 450.89

2 Suppiy,assembling,lowering ,fixing vertical position in bore well unplasticized PVC medium well screen pipe with ribs conforming to IS 12818, including hire and labour charges fitting and accessories etc.all complete,forall depths as per direction of engineering change.150MM NOMINAL SIZE DIA (6kg/cm2) 30 mtr 1344.64 1416.58

3 Providing, Laying, fixing & jointing of P.V.C pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 150 mm pipe of 6kg/sqcm 6 mtr 1012.58 1066.75

CONSTRUCTION OF COLLECTION HAUDI (Per Unit) Size 0.6 x 0.6 x 0.60 Mtr.

Sr. No. Particulars CSR Qty Current Rate Unit Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earthwork excavation of foundation for collection haudi 6.6 0.000 182 cum 191.74

2 C/C 1:6:12 with stone ballast wall foundation 10.8 b ii 0.17 cum 3466.02

3 C/C 1:2:4 over PCC Work 10.13 a i 0.06 cum

4 First class brick work laid cm 1:5 in foundation and plinth 11.5 cum 5382.23

5 12.5mm thick cement plaster in cm 15.9 sq m

7 Cold Twisted Bars Fe-500 18.18 0.000 6497 6844.59

Cost of PVC pipe and PVC accessories

Sr. No. Particulars No. L (m) B (m) H/D (m) Quantity (cum)

1 Earth Work Excavation For Laying Of PVC 160 mm 4kg/cm2 1

2 C/C 1:6:12 below main pipe manual work 1 0.3

Sr. No. Particulars CSR Qty Rate Unit Add GST on work cont. as per A&C Slip 5 Final Rate Amount

1 Earth Work Excavation For Laying Of PVC 160 mm 4kg/cm2 6.6 cum 191.73

2 C/C Work 1:6:12 pvc laying and Restoration 10.8 b ii 3290 cum 3466.01

Sr. No. PARTICULARS CSR QTY RATE With GST UNIT PREMIUM Final Rate AMOUNT

1 Providing, Laying , Fixing & Jointing Of P.V.C. Pipes As Per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.

pvc pipe 6" (4 kg/cm2) for conveyance 28.13 (xxiii) 40 mtr 680.07

pvc pipe 4" (4 kg/cm2) for parnala 28.13 (xxii) 120 mtr 329.29

2 Cost of PVC accessories including transportation (i.e clamps, bolts etc @ 5% NS 0

SAY AMOUNT 79398

CARRIAGE OF MATERIALS FOR CIVIL WORK AS PER MATERIAL STATEMENT

Note: Merthal is nearest Quarry. Carriage as per Merthal Distance from Jalandhar

SR. NO. Item CSR 2020 Carriage Rate Premium (%) Rate after premium Unit Qty Unit Total Amount = Amount * Qty.

1 Carriage of Sand

0-65 km 5.2 (i) 7 cum 4.11 cum

Less Initial 5 km Carriage 5.2 (i) 182.4 cum cum

2 Carriage of Bajri + Gravel of 1/16'' to 1/8'' + Gatka (40mm) (Cum)

0-65 km 5.2 (i) 7 cum 7.52 cum

Less Initial 5 km Carriage 5.2 (i) 182.4 cum 7.52 cum

Carriage Amount Total (1+2)

Grand Total Amount (Say) 4564

DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB

Tender No: DSWC/JAL/2025-26/06

Providing and laying of High-Density Polyethylene (HDPE) pipeline (Dia.200 mm, PE-80, 4 Kg/cm2 working pressure as per IS 4984-2016 standards); including all allied electrical and civil works with material from 4 MLD STP Sultanpur Lodhi, District: Kapurthala for supply of treated water for irrigation and Installation of Roof Top Rain Water Harvesting and Recharging Systems at various buildings in Distt.-Jalandhar.

Name of the Bidder/Firm

Address, Contact Details of the Bidder

S. No Description Compliance

1 Proof of Nature of Firm (Individual/Partnership/ Joint Venture/Consortium/Pvt Ltd//Ltd/Public sector), Registration Certificate of the firm/company as the case may be

2 Power of attorney as required under rule for joint venture/Consortium (Only consortium/Joint venture

3 Proof of Online Transfer of Earnest Money

4 PAN No. and Punjab GST registration Number

5 Income Tax returns for the last three financial years

6 Average Annual financial turnover of 5 years, ending 31st March of the previous financial year i.e., 31.03.2024, should be at least Rs 50.00 Lakh. In case of consortium/Joint Venture each member should have minimum turnover of 25% of total value of turnover required. Annual Audited Reports of at least 3 years (Proof in form of CA certified balance sheets)

7 Affidavit of not having been debarred/blascklisted by Govt./Semi Govt./Corporation anywhere on country.

8 Proof of Enlistment of bidder with Govt. Department. (In case any successful eligible bidder is not enlisted with any govt department, the successful bidder shall get himself enlisted in the appropriate class before issuance of allotment letter for the work)

9 Proof of successfully completed pipeline laying and allied works of at least Rs 60.00 lakh during last five years as mentioned in DNIT.

10 Bank Solvency of minimum Rs 50.00 lakh

11 Declaration on non-judicial stamp paper, of not having been debarred/blacklisted by Govt./Semi Govt./Corporation anywhere in country as per Annexure 2

12 Declaration by the bidder as per Annexure H

13 Copy of valid BIS license of manufacturer for size, pressure ratings and grade of material offered for HDPE pipes

14 Assessment / evaluation report issued by any reputed certifying agency for the manufacturing & testing facilities and capacities of the manufacturer for HDPE pipes-SGS/CIPET

15 Detailed statement / certificate signed and issued by chartered accountant of pipe manufacturer for the quantities produced and supplied in last three years.

16 Copy of the ISO certificate along with quality assurance manual is required to be uploaded along with submission of bids as documentary evidence.

17 Proof of List of works executed and/or in progress with agreement cost. Copies of supply orders, completion certificates issued by their clients

18 Undertaking for List of Essential machinery with the bidder as per DNIT

19 Undertaking for the essential staff (Technicall) employed with bidder as per DNIT (Annexure 3)

20 Details of Brands/Specifications of all the components offered.

21 For H.D.P.E. Pipes:-

Description Make (ISI Mark)

High Density Polyethylene (HDPE) pipeline (Diameter 200 mm, PE-80, 4 Kg/cm2 working pressure as per is 4984 standards); IS 4984-2016 standards

22 Bid Capacity calculation attested by CA

Only H.D.P.E. pipe confirming to IS 4984 standards must be used.

(1) Scan Copies of the above documents should be attached with the bid as Proof.

(2) If any requirement comes to verify the scanned copies from original, then the same will produced by the Bidder before the opening of Financial Bid, failing which that Bidder will be rejected.