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Tender Value
₹41.4 L
EMD Value
₹82,855
Closing Date
23 Sept 2026, 10:00 amDue tomorrow
DSCO JALANDHAR
Ladowali road jalandhar
utilization of treated water for irrigation from STP alawalpur
2026_DOA_173790_3
DSWC/JAL/2026-2027/03
Open Tender
Pipe Laying Works
Percentage
180 days
Alawalpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
₹82,855
16 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
23 Sept 2026
16 Sept 2026
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
E.Tender No. DSWC/JAL/2026-27/03
Name of the Firm/Bidder
Address of Firm/Bidder
Mobile No of Firm/Bidder Email ID of Firm
Name of work: Earth work for excavation of trenches for laying of Underground pipeline, lowering and jointing of HDPE pipe 160 mm , constrution of pump house , AVP, Risers, AA Valves , Installation of Pumps at STP Alawalpur 2 MLD including all civil and electrical work in all respects.
Total Estimated Amount of Works Rs. 4142709 Forty One lakh forty two thousand seven hundred nine only
Quoted by Contractor {- or + to estimated amount, in figure upto 2 dcimal point only} Quote (-/+) 0
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 :- Earth work for excavation of trenches for laying of Underground pipeline, lowering and jointing of HDPE pipe 160 mm , constrution of pump house , AVP, Risers, AA Valves , Installation of Pumps at STP Alwalpur 2 MLD including all civil and electrical work in all respects.
Item of Work Rate in (Rupees) Total in Rupees
Laying of Pipeline & Allied Works Providing, Laying, Jointing, Excavation of Trenches with backfilling of Pipeline system complete (H.D.P.E Pipe) Twenty two Lac sevnty five thousand one hundred forty seven
Civil Works for Pump Room five lac fifty five thousand two hundred sixty one
Complete pumping system Eight lac seventy five thousand five hundred seventeen
Electric fittings for Pump House and Pumps 331786 Three lac thirty one thousand seven hundred eighty six
Digital Water Meter 100000 One Lakh
Sign Board 5000 Five thousand
Total Forty One lakh forty two thousand seven hundred nine 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.
DEPARTMENT OF SOIL AND WATER CONSERVATION, PUNJAB
PROJECT NAME : UNDERGROUND PIPELINE PROJECT FOR UTILIZATION OF TREATED WATER FOR IRRIGATION AT 2 MLD, S.T.P. ALAWALPUR, JAL
PIPELINE SYSTEM
S. No. CSR 2020 / NS Description of items Unit Qty Rate (INR) Add GST on work cont. as per A&C Slip Total Rate Amount (INR)
1 departmental rate 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 2284.8 93.78 214268.54
2 28.15 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)
3 28.18 (b) 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( E )(d) Mtr 2380 14.13 0.05 14.88 35418.68
4 NS Supply & Installation of Alfa-Alfa valve (C.I)
160 mm. Dia. (Rate approved by DSWC) Each 22 785 785 17270
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 Single air valve (Size 80mm)(For 160 mm =9nos Each 9 4278.23 0.05 4507.12 40564.08
6 28.36 (h) (A/C Slip - 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 27 1093.84 0.05 1152.36 31113.72
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
(c) 160mm i/d Sluice Valves flanged Each 5 8461.49 0.05 8914.17 44570.85
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.
Class PN-1.0 as per ISI with gun metal flap
150 mm i/d Non-return valve Each 2 8730.35 0.05 9197.42 18394.84
9 NS Anti theft mechanism for As per Tender No. DSWC/ALFA-2025 160 mm No 22 621 13662
10 10.13b(ii) CC 1:6:12 with stone ballast stone aggregatte 40 mm for 160 mm dia pipe Cum 2.13 3290 0.0535 3466 7382.58
11 29.55 a Constructing brick masonry manhole incement mortar 1:5 ( 1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mixby 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) insideplastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished withfloating coat of neat cement and making40mm thick benching in cementconcrete1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20mm nominal size) finishedwith a floating coat of neat cement, Orange coloured PVC steps including RCC cover withframe complete as per standard design complete in all respects. Inside size 75x120 cm and 120 cm deep No 3 18039 0.0535 19004.08 57012.24
construction of pump house 4 m*4m
S.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)
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 14.3 182 0.05 191.74 2742.65
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 2.81 3619 0.05 3812.61 10713.45
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 30 m Cum 3.2 113 0.05 119.04 380.94
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 4.57 5408 0.05 5697.32 26036.78
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 10.29 6158 0.05 6487.45 66755.89
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 3.06 331 0.05 348.71 1066.7
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 19.96 7920.15 7920.15 158054.51
7 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 20.73 210 0.05 221.24 4586.31
8 9.4 Centering and shuttering for columns (Square or rectangular or poly gonal in plain) Sqm 33.92 477 0.05 502.52 17045.48
9 9.6 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. Sqm 23.06 380 0.05 400.33 9229.61
10 9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Sqm 34.52 532 0.05 560.46 19344.63
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 11.31 5151 0.05 5426.57 61374.6
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 26.83 706 0.05 743.77 19955.37
13 15.1 12.5 mm thick cement plaster 1:5 Sqm 144.76 181 0.05 190.68 27603.34
14 15.9 12.5 mm thick cement plaster 1:4 Sqm 26.83 189 0.05 199.11 5342.16
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 171.59 80 0.05 84.28 14461.8
16 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface Sqm 171.59 21 0.05 22.12 3795.62
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 Sqm 171.59 120 0.05 126.42 21692.7
Paint applied @ 2.20 Kg/10 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 with stone aggregate 40mm gauge and 100mm fine sand filling using Sqm 16 749 0.05 789.07 12625.12
19 14.3 (A&C Slip 1) 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 Sqm 10.16 403 0.05 424.56 4313.95
20 14.4 Floating coat of 1:5mm thick neat cement laid in one operation to the topping Sqm 16 29 0.05 30.55 488.8
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 Mtr 8.3 252 0.05 265.48 2203.48
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 4
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 0.05 100.08 200.16
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 0.05 133.79 267.58
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 Sqm 10.16 645 0.05 679.51 6904.5
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 0.05 93.76 2461.2
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 2.52 3900 0.05 4108.65 10353.8
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 0.05 134.85 18879
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 0.05 629.99 5556.51
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 0.05 954.47 8418.43
31 16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. Sqm 2.52 24 0.05 25.28 63.71
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 0.05 69.53 175.22
33 14.136 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 18.29 602 0.05 634.21 11598.38
Electrical Estimate for Pump room.
S. No CSR 2020/DSR /NS Description of Item Unit QTY. RATE(IN R) Add Premium as per A&C Slip 3 Total Rate Add GST on work cont. as per A&CSlip 5 Total Rate Amount(IN R)
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 b Wiring fan point (With fan box) Each 1 919 0.25 1148.75 0.05 1210.21
ii Wiring light point Each 4 579 0.25 723.75 0.05 762.47
iv Wiring 6Amp. wall socket point Each 2 470 0.25 587.5 0.05 618.93
vi Wiring 16/20Amp. power plug control poin Each 1 363 0.25 453.75 0.05 478.03
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 2.5sq.mm (Un-sheathed) Meter 40 27 0.3 35.1 0.05 45.51
(iv) Overall size 4sq.mm (Un-sheathed) Meter 40 39 0.3 50.7 0.05 65.74
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 67.2 0.05 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 3 2518 0.25 3147.5 0.05 3315.89
5 34.10 B 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:-
xlii Overall size 95sq.mm (4Core) Armoured (Loose) Meter 200 409 0.25 511.25 0.05 840.22
xxxvii Overall size 16sq.mm (4Core) Armoured (Loose) Meter 50 123 0.25 153.75 0.05 246.2
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 4 134 0.35 180.9 0.05 211.75
(iii) MCB DOUBLE POLE . (10kA, Curve-C) Each 1 278 0.35 375.3 0.05 1033.48
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 1849.2 0.05 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 614391&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 1344.35 0.05 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 50mm x 50mm (2mm thick) Meter 50 723 0.4 1012.2 0.05 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 Pipe90/76 MM.5mm (Outer/ Inner dia.) Meter 200 276 276 0.05 290.77
11 NS R Supply and installation of Hevay Duty Exhaust fan 450 mm with 1400 rpm. Approved MakeCrompton, Havells, Bajaj or equivalent. Each 1 4855 4855 4846
12 NS R 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 3 450 450 812
13 NS R Supply and installation of ceiling fan 1200 mm with Double ball bearing. Approved MakeCrompton, Havells, Bajaj or equivalent. Each 1 2674 2674 3520
TOTAL ELECTRICAL Amount 331786
ESTIMATE FOR COST OF PUMPING SYSTEM INSTALLATION
S.No. CSR 2020 / NS Description of items Unit Qty Rate (INR) Add GST on work cont. Total Rate Amount (INR)
A Pumping set estimated cost
1 NS Supply of Surface Monoblock self priming no clog Pumpset impeller ans haft stainless steel of 20 HP head 23 m and discharge 30 lps (As per attached quotation Annexure –A rates included GST set 2 252890 252890 505780
2 NS Supply of electrical control panel for 20 HP motor including including LT panel for 2 pumpset rates included GST Set 171100 171100 171100
3 NS Lbour charges for installing pump and panel rates included GST Set 2 12000 24000
4 28.107(h) Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts,gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects. For sucntion from chlorination tank(150mm) mtr 30 2090.33 0.05 2202.16 66064.8
5 28.24(a) Supplying and laying C.I. delivery pipe from CT to pumping units as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications.. C.I. specials upto 300 mm i/d .
A Bend on Dilevery pipes (150mm i/d weighing 45 kg each) Total weight for Three (2) pumpsets 45x2=90kg kg 90 77.99 0.05 82.16 7394.4
B Flange (150mm i/d weighing 26 kg each) Total weight for kg 520 77.99 0.05 82.16 42723.2
three (2) pumpsets 26x10x2=520 kg
C Tee (150x150 mm weighing 47 kg each) Total weight for 2 tees= 47x2=90kg kg 90 77.99 0.05 82.16 7394.4
D One taper (150mmx200 mm weighing 51 kg each) 2x51 =102kg kg 102 77.99 0.05 82.16 8380.32
E Blank Flange (150mm i/d weighing 11kg each) Total weight for Three (3) pumpsets 11x2=22kg kg 22 77.99 0.05 82.16 1807.52
6 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 Three (3) pumpsets = 2 nos Each 2 3606.33 0.05 3799.27 7598.54
7 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 Total for Three (3) pumpsets = 2nos
8 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 150 mm i/d Cast Iron Foot valves Each 2 6198.88 0.05 6530.52 13061.04
9 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 2 5179.16 0.05 5456.25 10912.5
10 28.28 ( a ) 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 6770.93 0.05 7133.17 7133.17
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