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Tender Value
₹2.1 Cr
EMD Value
₹4.3 L
Closing Date
25 Aug 2026, 11:00 amDue tomorrow
DSCO, Patiala
Zila Parishad Complex, Patiala
PROVIDING AND LAYING OF HIGH DENSITY POLYETHYLENE PIPELINE DIAMETER 180 MM and 160 MM, PE80, 4 Kg/cm2 WORKING PRESSURE AS PER 49841995 STANDARDS INCLUDING ALL ALLIED WORKS WITH MATERIAL AS PER DNIT FROM SEWERAGE TREATMENT PLANT
2026_DOA_173205_2
DSWC/PAT/2026-2027/03
Open Tender
Civil Works - Water Works
Percentage
180 days
Amloh and Bassi Pathana, Distt.-Fatehgarh Sahib
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹4.3 L
Yes
19 Aug 2026
19 Aug 2026
25 Aug 2026
19 Aug 2026
25 Aug 2026
19 Aug 2026
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
Tender No.: DSWC/PAT/2026-2027/03
Name of the Firm/ Bidder
Address of Firm/ Bidder
Mobile No of Firm/ Bidder Email ID of Firm/ Bidder
Name of work: PROVIDING AND LAYING OF HIGH-DENSITY POLYETHYLENE (HDPE) PIPELINE (DIAMETER 180 MM and 160 MM, PE-80, 4 Kg/cm2 WORKING PRESSURE AS PER 4984-1995 STANDARDS); INCLUDING ALL ALLIED WORKS WITH MATERIAL AS PER DNIT FROM SEWERAGE TREATMENT PLANT IN DISTRICT FATEHGARH SAHIB FOR SUPPLY OF TREATED WATER FOR IRRIGATION
Total Estimated Amount of Works Rs.
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 (attached sheets) for item wise rate and details.
Name of Work1 :- PROVIDING AND LAYING OF HIGH-DENSITY POLYETHYLENE (HDPE) PIPELINE (DIAMETER 180 MM and 160 MM, PE-80, 4 Kg/cm2 WORKING PRESSURE AS PER 4984-1995 STANDARDS); INCLUDING ALL ALLIED WORKS WITH MATERIAL AS PER DNIT FROM SEWERAGE TREATMENT PLANT, AMLOH, DISTRICT FATEHGARH SAHIB FOR SUPPLY OF TREATED WATER FOR IRRIGATION
Item of Work Total Amount (INR)
in Words in Figure
Providing, Laying, Jointing of HDPE 160 mm and 180 mm dia, PE-80, 4 Kg/cm2 and Excavation of Trenches with back filling of Pipeline system etc. complete in all respects Sixty Seven Lakh Seventy Three Thousand Seven Hundred Forty Three Rupees Only Eight Million Two Hundred Seven Thousand Eight Hundred Six Rupees Only 6773743
Civil Works for Pump Room for Irrigation with treated water Seven lakh Thirty Seven Thousand Eight Hundred Sixty One Rupees Only Six Hundred Ninety Two Thousand Six Hundred Thirty Five Rupees Only 737861
Civil Works for Sump Well for Irrigation with treated water(Lum Sum) Twelve lakh Rupees only One Million Eight Hundred Ninety Seven Thousand Six Hundred Four Rupees Only 1200000
Providing and fixing of Pumping System complete Nineteen Lakh Two Thousand One Hundred Sixty Rupees Only One Million Three Hundred Eighty Five Thousand Two Hundred Fifty Rupees Only 1902160
Electric Fittings for pump house and pumps Seventy Five Thousand Three Thousand Two Hundred Nineteen Rupees Only Four Hundred Thirty Four Thousand Three Hundred Fifty Six Rupees Only 753219
Digital Electromagnetic Water Flow Meter Rupees One Lakh Only 100000
Auto Cut Rupees Twenty five thousand only 25000
Sign Board Rupees Five Thosand only 5000
Name of Work2 :- PROVIDING AND LAYING OF HIGH-DENSITY POLYETHYLENE (HDPE) PIPELINE (DIAMETER 180 MM, PE-80, 4 Kg/cm2 WORKING PRESSURE AS PER 4984-1995 STANDARDS); INCLUDING ALL ALLIED WORKS WITH MATERIAL AS PER DNIT FROM SEWERAGE TREATMENT PLANT, BASSI PATHANA(3MLD), DISTRICT FATEHGARH SAHIB FOR SUPPLY OF TREATED WATER FOR IRRIGATION
Item of Work Total Amount (INR)
in Words in Figure
Providing, Laying, Jointing of HDPE 180 mm dia, PE-80, 4 Kg/cm2 and Excavation of Trenches with back filling of Pipeline system etc. complete in all respects Fifty six lakh twenty seven thousand seven hundred twenty one 5627721.21
Providing of Pumping System complete Thirty seven lakh three thousand one hundred seventy nine 4034629
Digital Electromagnetic Water Flow Meter One Lakh Rupees Only 100000
Sign Board Five Thosand 5000
Figure in words: Two Crores Twelve Lakhs Sixty Four Thousand Three Hundred Thirty Three Rupees 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.
The provision for the Sump Well has been made on a lump-sum basis. The detailed BOQ and approved item-wise rates shall be issued as per the vetted and approved estimate.
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
SUB DIVISION :FATEHGARH SAHIB DIVISION : PATIALA
PROJECT NAME :LAYING OF UGPL (HDPE 180 MM/160 MM) FOR UTILISATION OF TREATED WATER FROM STP AMLOH (3MLD), DISTRICT FATEHGARH SAHIB
S.No. CSR 2020 NS Description of items Unit Qty Rate (INR) Rate Amount (INR)
1 28.2 (a)(i) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
Earth work upto 1.5 m. Depth for All classes of soil except rocky Cum 5412.44 93.78
2 28.15(E)(f) (A/C Slip 2 and A/C Slip 5) 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 160 mm o/d pipe of 4 kg./cm2 PE-80 Mtr 5050 706.31
H.D.P.E 160 mm o/d pipe of 4 kg./cm2 PE-80 for risers Mtr 47 706.31
0.0 28.15(F)(e) (A/C Slip -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.
H.D.P.E 400 mm o/d pipe of 4 kg./cm2 PE-80 Mtr 4237.78
3 28.18 (b) Supplying, fixing and jointing H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
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) Mtr 1440 18.72 26958.1
4 NS Supply & Installation of Alfa-Alfa valve (HDPE) With Anti theft Mechanism
200 mm. Dia.. (Rate approved by DSWC) Each 6 1562
160 mm. Dia.. (Rate approved by DSWC) Each 41 1406
5 28.29(e) Providing & fixing single air valve ISI Marked as per IS-14845 including jointing all carriages complete.
C.I Double air valve (Size \50mm)(For 180 mm dia HDPE PIPE) Each 4278.23 2387.76 30186.06
6 28.36 (h) (A/C Slip -4) 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 50 mm. Dia. G.I. Pipe(3mts for each ARV ) Mtr 1093.84 721.9
7 28.27(A) 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
d 200mm i/d Sluice Valves flanged Each 2 14467.73
h 160mm i/d Sluice Valves flanged Each 9 14467.73 8919.17 80227.53
i 400mm i/d Sluice Valves flanged Each 56112.28
8 28.23(e) 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.
400mm i/d pipe lines laid complete Mtr 4872.75
9 28.31(B) (e) 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.
Class PN-1.0 as per ISI with gun metal flap
200mm i/d Non-return valve Each 16089.34
10 29.55 b as per A& C slip 2 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 1:4:8 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 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 Each 22749
10.1 29.58 b Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth.
2 times of .30m i.e Rate 2596+2596= Rs5192/- Each 2 4961
Grand Total 6773742.88
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 3 MLD, S.T.P. AMLOH, FATEHGARH SAHIB
Abstract Sheet of Pump Room (6mx4m)
S.No. CSR 2020/NS Description of items Unit Qty Rate (INR) 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 32.03 182 191.737 6141.33611
2 10.11 ( b) ii Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 5.97 4058.88266 4234.84 26634.58
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 Cum 4.8 327 344.4945 1653.5736
4 10.16 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. Cum 10.84 6063.924929999999 5952.69 67979.36
5 10.21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Cum 13.49 6854.049929999999 6702.69 95256.72
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 Sqm 3.88 331 348.7085 1352.98898
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 22.8 7920.15 7920.15 180579.41999999998
7 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 36.18 210 221.235 8004.282300000001
8 9.4 Centering and shuttering for columns (Square or rectangular or poly gonal in plain) Sqm 49.36 477 502.5195 24804.36252
9 9.6 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. Sqm 30.84 380 400.33 12346.1772
10 0.0 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Sqm 39.45 532 560.462 22110.2259
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. Cum 14.5 6207.3800249999995 5927.15 90541.66
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 33.81 806.8387775 766.56 27303.97
13 15.1 12.5 mm thick cement plaster 1:5 Sqm 181.5 194.374964 186.74 35706.6
14 15.9 12.5 mm thick cement plaster 1:4 Sqm 33.81 202.802964 199.74 6936.41
15 16.65 Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish Sqm 215.31 80 84.28 18146.3268
16 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface Sqm 215.31 21 22.1235 4763.410785
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 215.31 120 126.42 27219.4902
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 24 749 789.0715 18937.716
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 Sqm 10.63 403 424.5605 4513.078115
20 14.4 Floating coat of 1:5mm thick neat cement laid in one operation to the topping Sqm 24 29 30.5515 733.236
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. (If fixed on wall face clamp to be paid separatly as per respective item) Mtr 8.3 232 244.412 2028.6196000000002
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 Nos 4 135 142.2225 568.89
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 2 95 100.0825 200.165
24 13.46 Khurra on roof as per item No. 13.43 with C.I. Spouts 100 mm dia fixed in position. Each 2 127 133.7945 267.589
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). Sqm 10.63 645 679.5075 7223.164725000001
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 26.25 89 93.7615 2461.239375
27 18.1 Providing and fixing 14 gauge MS sheet garagedoors with 40mmx40mmx6mm angle iron framewith diag Sqm 2.52 3900 4108.65 10353.797999999999
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) Kg 140 128 134.848 18878.72
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 8.82 598 629.993 5556.53826
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 8.82 906 954.471 8418.434220000001
31 16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. Sqm 2.52 24 25.284 63.71568
32 16.17 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade Sqm 2.52 66 69.531 175.21812000000003
TOTAL 737861.03
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 3 MLD, S.T.P. AMLOH, FATEHGARH SAHIB
ABSTRACT SHEET FOR COST OF PUMPING SYSTEM INSTALLATION
S.No. Description of items Unit Qty Rate (INR) Amount (INR)
1 Supply and fittings of KSB make Sewage Submersible pump set having impleller and shaft- stainless steel Head 28 meter, Dis 36 lps Set 3 399000
2 VFD for 3 nos pump including distribution panel for 21 KW motor Set 1 415000
Add GST 18% Extra 290160
Department of Soil and Water Conservation, Punjab
Digital water flow meter
Sr. No. Description Unit Qty Rate (INR) Amount (INR)
1 Digital Electromagnetic Water Flow Meter Lumpsump 1 100000
2 Auto Cut off system Lumpsump 1 25000 25000
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
SUB DIVISION :FATEHGARH SAHIB DIVISION : PATIALA
PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 3 MLD, S.T.P. AMLOH, FATEHGARH SAHIB
ELECTRICAL ESTIMATE FOR PUMP ROOM
Sr. No. CSR 2020/DSR/NS Description of Item 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 Rate Amount
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) 100 watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and 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
I b Wiring fan point (With fan box) Each 2 919 0.25 0.0535
ii Wiring light point Each 10 579 0.25 0.0535
v Wiring 6Amp. wall socket point Each 2 470 0.25 0.0535
vi Wiring 16/20Amp. power plug control poin Each 1 363 0.25 0.0535
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 2.5sq.mm (Un-sheathed) Meter 100 27 0.3 0.0535 45.51
(iv) Overall size 4sq.mm (Un-sheathed) Meter 100 39 0.3 0.0535 65.73
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 50 48 0.4 0.0535
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 3 2518 0.25 0.0535
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:- Meter
xlii Overall size 95sq.mm (4Core) Armoured (Loose) Meter 200 409 0.25 0.0535 840.21 168042
xxxvii Overall size 16sq.mm (4Core) Armoured (Loose) Meter 50 123 0.25 0.0535 246.2 12310
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 6-32amp. (10kA, Curve-C) Each 6 134 0.35 0.0535 211.75
(iii) MCB Single Pole 40amp. (10kA, Curve-C) Each 1 278 0.35 0.0535 439 439.3
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 16/25amp., Sensitivity 30mA Each 1 1608 0.15 0.0535
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 1 1169 0.15 0.0535
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 50mm x 50mm (2mm thick) Meter 50 723 0.4 0.0535
10 34.37 A (i) 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 0.0535
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). Each 1 400458 0
SECTION –1 INCOMER
MCCB Four Pole 100amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting
METERING & CONTROLS
- ON/OFF phase indicating lamps with control fuses .
- Ammeter complete with CT and selector switches as required.
- Voltmeter complete with selector switches as required.
SECTION –2 BUSBARS
100 TPN, Al Bus Bars with heat shrinkable PVC Sleeves – 1 set.
Neutral failure
Surge Protection
High Voltage Protection
Time delay Protection
SECTION –3 OUTGOINGS
- 16/25 A, four pole RCCB 30 ma Sentivity – 4N.o.+2SPARE
- 32 A, DP, 25 Ka MCB – 2 N.o.+2SPARE
12 NS 2 Supply and installation of Hevay Duty Exhaust fan 450 mm with 1400 rpm. Approved MakeCrompton, Havells, Bajaj or equivalent. Each 2 4855 4855 4855 9710
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 5 450 450 450 2250
14 NS 4 Supply and installation of ceiling fan 1200 mm with Double ball bearing. Approved Make Crompton, Havells, Bajaj or equivalent. Each 2 2674 2674 2674 5348
TOTAL ELECTRICAL Amount 753219
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 3 MLD, S.T.P. BASSI PATHANA, FATEHGARH SAHIB
ABSTRACT SHEET FOR COST OF PUMPING SYSTEM INSTALLATION
S.No. Description of items Unit Qty Rate (INR) Amount (INR)
1 Supply and fittings of Sewage Submersible pump set having impleller and shaft- stainless steel Head 26 meter, Dis 17 lps Set 3 7,44,693 2234079
2 VFD for 3 nos pump including distribution panel for 16 KW motor Set 3 4,89,700 1469100
3 Accessories for Pump installation ( 3no pumps ) per pump 3 110483.4 331450.2
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT STP Bassi Pathana (3MLD)
PIPELINE SYSTEM
S.No. CSR 2020 / NS Description of items Unit Qty Rate (INR) Amount (INR)
1 28.2 (a)(i) 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,
Earth work upto 1.5 m. Depth for All classes of soil except rocky Cum 4228.47 93.78
2 28.15(E)(f) (A/C Slip 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.
H.D.P.E 180 mm o/d pipe of 4 kg./cm2 PE-80 Mtr 936.04
0.0 28.15(F)(e) (A/C Slip 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.
H.D.P.E 400 mm o/d pipe of 4 kg./cm2 PE-80 Mtr 4464.5
3 28.18 (b) Supplying, fixing and jointing H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe.) Mtr 18.72
4 NS Supply & Installation of Alfa-Alfa valve (HDPE)
180 mm. Dia. Each 924
5 28.29(d) Providing & fixing single air valve ISI Marked as per IS- 14845 including jointing all carriages complete.
C.I Double air valve (Size 50mm)(For 180 mm dia HDPE PIPE) Each 2515.5
6 28.36 (f) 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 50 mm. Dia. G.I. Pipe(3mts for each ARV ) Mtr 721.9
7 28.27(A)(d) 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 15241.75
8 28.23(e) 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.
200mm i/d pipe lines laid complete Mtr 3582.95
9 28.31(B) (e) 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.
Class PN-1.0 as per ISI with gun metal flap
200mm i/d Non-return valve Each 16950.11
10 29.55 b 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 1:4:8 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 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 Each 2 23966.07
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT STP Bassi Pathana (3MLD)
Pipeline System
S No. CSR 2020/NS DESCRIPTION OF ITEMS NO L B H TOTAL UNIT
1 28.2 (a)(i) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
Earth work upto 1.5 m. Depth for All classes of soil except rocky
For Chlorination tank to Sump Well 1 100 1.05 1.4
2 28.15(E)(f) (A/C Slip - 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.
H.D.P.E 225 mm o/d pipe of 4 kg./cm2 PE-80
0.0 28.15(F)(e) (A/C Slip - 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.
H.D.P.E 400 mm o/d pipe of 4 kg./cm2 PE-80
For Chlorination tank to Sump Well 1
3 28.18 (b) Supplying, fixing and jointing H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe.)
4 NS Supply & Installation of Alfa-Alfa valve (HDPE)
5 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 Double air valve (Size 50mm)(For 200 mm dia HDPE PIPE) 1 12
6 28.36 (h) 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 50 mm. Dia. G.I. Pipe (3mts for each ARV) 1 3
7 28.27(A)(d) 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
8 28.23(e) Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion joints fitted complete including all cartage. (For drain crossing)
200mm i/d pipe lines laid complete
9 28.31(B) (e) 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.
Class PN-1.0 as per ISI with gun metal flap
200mm i/d Non-return valve
10 29.55 b 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 1:4:8 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 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 Chlorinatin tank, Sump Well Water control and pipeline branches control 1 7
11 28.128 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 specification for pipeline branches control
200 mm i/d 1 5 Each
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