Water Supply And Sanitation Department Tender
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Costs
EMD
₹ 1,54,083Document Cost
₹ 1,000Tender Fee
₹ 5,900
Summary
Bifurcation Of Water Supply Scheme For Village Gohlni 1 No From Existing Water Supply Scheme Passiwal Gohlni 4 No Block Sri Anandpur Sahib Distt Rupnagar
Description
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Contact
Tender Id
2024_WSS_120529_1Bid Award Id
ViewTender No
1476/GohlnilTender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://https://dwss.punjab.gov.in/
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Documents
BOQ Items
200mm nominal diameter (weight 33.6 kg per metre) 6.4mm thickness
81
303008
3740.84
Supplying, fixing lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI Marked,duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore.
-
-
-
200mm Steel Strainer (slot size 0.75mm)
6.30 mm thickness
15
144174
9611.61
Supplying and fixing of bail plug of M.S. Pipe complete with inverted U-hook attached to the bottom plug complete in all respects.
-
-
-
200mm internal diameter (Weight 33.6 kg per meter) 6.4 mm thickness.
4
14140
3535
Supplying & fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects.
3
936
312.3
Supplying and fixing of well cap having threads to fix on housing pipe complete in all respects.
-
-
-
200mm internal diameter
1
788
788.96
Supplying and fixing M.S. Clamps of size 150mm x 12mm made out of MS Flat 1.52m long, suitable to fit Housing Pipe including the cost Nut & Bolts of Suitable size complete in all respects.
1
2822
2822.48
Supplying, fixing and lowering of stainless steel socket as per IS 8110: 2000 or latest, ISI marked duly welded with suitable grade SS welding electrode to lower the strainer into tubewell bore complete in all respects.
-
-
-
200mm internal diameter
3
15527
5175.71
Supplying at site wooden box of suitable size with Lid & lockign arrangement for preserving strata sample collected from the bore.
1
614
614.77
Supplying at site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipe assembly and the bore. The gravel should be free from, dust, dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe)
14.01
24633
1758.29
Development and stabilizing of the tubewell with Air compressor or required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
-
-
-
Capacity of Air Compressor 300 cfm at 250 PSI
10
38604
3860.48
Development and stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
8
16790
2098.78
Collection of water sample from different strata and testing of sample from approved laboratory (Physical & chemical Analysis)
1
324
324.92
Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide,uranium etc.)
1
6579
6579.58
Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect
1
18366
18366.12
Supplying at site Tibba sand etc. including pouring and packing in the annular space between the pipes assembly and the bore above clay seal complete in all respect.
1.98
891
450
Providing & Fixing Clay seal in graval pack minimum 3 Mtr.(As per BIS Code 2800:2019)
3
3000
1000
Providing & Fixing Sanitery Seal (As per BIS Code 2800:2019)
1
1000
1000
Provision for Sterilisation of tubewell with sodium hypochorlide/ chlorination of well as per IS code 2800: 2019 complete job. The well shall be disinfected or sterilized as per IS code 2800:2019 or latest, after the development by pump and before the final test. All wells regardless of the use should be sterilized on completion to prevent or retard the growth of corrosion or Incrustation fostering organisms. This should be done by introducing chlorine into the water in the well and immediate aquifer surrounding the well The volume of water in the screen and casing should be estimated and sufficient chlorine added to yield for water with chlorination of 1000 ppm. The solution should be poured into the well and thoroughly mixed in the well by surging with pump. The solution should remain in the well for at leaset 6 hours during which it should be surged at about 2 h interval. After expiration of contact time, the well should be pumped initially back into the well for abour 30 minute and late to waste until there is little of no odour or taste of chlorine in the discharged water. IT has been found that using hypochlorite is of 10% concentration, the requirement of hypochlorite is 10 litre for every cubic meter of water in the well to produce.
1
2000
2000
OHSR
-
-
-
Construction of One No. RCC OHSR of 50000 ltr. Capacity with sill level not less than 17 mtr. and FSL not to be less than 20 mtr. from formation level. complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator, single manhole cover, lightening conductor and aluminum ladder inside OHSR & M.S ladder outside tank complete as described. Providing and fixing DI K-9 D/F expansion joints, Bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, conforming to ISI-13382 and C.I./D.I, D/F sluice valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes & overflow. DI double flanged pressure pipe DI K-9 horizontally as per IS 8329-2000 & latest dully ISI Marked from bottom dome to duck foot band & further up to 2.75 mtr. as per detailed specification. TMT Steel G.I. railing in 2 rows in both sides of approved make & Painting of all external surfaces Providing and applying integral crystalling slurry of hydrophillic in nature for water proofing management etc. for vertical and horizontal surfaces and swellable typ water stop tap. complete in all respect. Note:- The Specification & Drawing are based on safe bearing capacity of soil not less than 8.75 ton per sqm. In case the safe bearing capacity of less than 8.75 ton per sqm than the contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS Specifications. The difference in quantity from the standard drawing based on 8.75 ton per sqm safe bearing capacity will be paid as per CSR + Prevailing ceiling premium) including providing & fixing automatic electronic water level control device & construction of plinth protection around the OHSR with brick masonry toe wall 40mm thick CC 1:2:4 on top cover, 100mm thick CC 1:8:16 & inside earth filling including over flow scour houdi complete in all respect. ( All including carraige)
1
2043000
2043000
PUMPING MAIN (RISING MAIN)
-
-
-
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 including excavation. (Manually)
-
-
-
110mm o/d pipe of 10 Kgf. / sqcm
50
44000
880
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)
Class PN-1 as per ISI
-
-
-
100 mm I/d
2
12124
6062.37
Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete
66
4790
72.58
Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department size 0.9m x 0.9m
2
17015
8507.58
Pumping Machinery
-
-
-
Providing, installing, testing and commissioning of 1 no. Electrically driven pumping set of reputed make, capable of deleviring 310 LPM against a head of 47 mt. Complete in all respects.
1
39580
39580
Supplying lowering of 65 mm dia GI pipe as per IS 1239 (B - class) premim make such (as Jindal Hisar) including cost of specials such as tees, bends, sockets elbow etc, cutting, treading and testing in trenches in the ground. Complete in all respects
23
20918
909.49
Providing and fixing of submerssible of mm 2.50mm² core cable, complete in all respect
65
6825
105
Providing installing, testing and commissioning of 1 no. control panel with closed transition star delta with enclosure consisting of electrical appliances such as contactor, furses, MCCB's over load relays, isolator switches wiring and connections. Complete in all respect.
1
22000
22000
C.I FITTING INSIDE PUMP CHAMBER
-
-
-
Providing and installing 100mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects.
1
48700
48700
Construction of Gravel Pit outside the Pump Chamber. (0.90m Dia.) as per standard design & drawings of public health department.
1
18490
18490.22
Distribution Network
-
-
-
Providing, Stringing out PVC pipes as per ISI-4985 (ISI marked with prior approval of Engineer in charge) casting along the Trenches and laying the same in Trenches To correct alignment and gradients, cutting. Jointing and testing, including excavation & specials complete as per specifications for less than 3 mtr street width. Complete in all respect (BY MANUAL MEANS) Imp. Note:- Excavation item no. 28.1 (ii) (For Ordinary soil having gravel upto 40%) is taken as the area of village falls in KANDI AREA. (6kgf/sqcm)
-
-
-
PVC pipe 63 mm o/d
845
252655
299
PVC pipe 90 mm o/d
241
112788
468
Providing, Stringing out PVC pipes as per ISI-4985 (ISI marked with prior approval of Engineer in charge) casting along the Trenches and laying the same in Trenches To correct alignment and gradients, cutting. Jointing and testing, including excavation & specials complete as per specifications for less than 3 mtr street width. Complete in all respect (BY MECHANICALLY MEANS) Imp. Note:- Excavation item no. 28.2 (ii) (For Ordinary soil having gravel upto 40%) is taken as the area of village falls in KANDI AREA. (6kgf/sqcm)
-
-
-
PVC pipe 63 mm o/d
4718
1146474
243
PVC pipe 90 mm o/d
255
101235
397
PVC pipe 160 mm o/d
1983
2062320
1040
Dismantling of cement concrete 80mm thick cement concrete 1:2:4 over 100mm thick C.C. 1:8:16 and making good the same to its original condition complete in all respects.
250
138250
553
Dismantling & Refixing of Interlocking Tile 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of engineer-in- Charge.
317
105561
333
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in - charge)
Class PN-1 as per ISI
-
-
-
80 mm I/d
1
4469
4469.84
100 mm I/d
1
6062
6062.37
Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete
66
4790
72.58
Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department.
-
-
-
0.60mm x 0.60mm
2
11543
5771.75
Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/Bocki method.Including excavation, stringing and jointing of pipe upto 160mm complete
15
15374
1024.98
Provision for making connection with existing pipe line.
3
7500
2500
Chlorinator
-
-
-
Prov. Installing, testing & commissioning one No. Electronically actuated, Diaphragm Operated, Metering System, Chemical Dosing Chlorinator ,suitable for delivering 0.5 to 6 Litres of Bleaching Powder Solution/Sodium Hypo solution per hour under maximum delivery pressure up to 7 Kgf/cm², and suction lift not less than 1.5 m, as per DWSS. standard specifications.
1
16000
16000
HOUSE SERVICE CONNECTION
-
-
-
Providing household connection laying, jointing, fixing, testing MDPE pipes (As approved by Engineer-in-charge), including cost of excavation,C.I bib cock as per IS:210 with stainless steel spindle 20mm o/d MDPE/ GI pipe 4.50 mtr. (2.0 mtr. MDPE & 2.50 mtr. G.I, Vertical Pipe) 3" i/d uPVC clamps, GM ferrule ISI marked connection of 15mm i/d ferrule medium, special such as tees, bends, sockets, elbows, nipples (100mm & 150mm) union couplings, G.I Hooks etc. and Gun metal peet valve (heavy pattern) with hand wheels on MDPE pipe line laid in the ground or inside building, cutting, treading. making hole in the wall complete in all respect.
21
39690
1890
Providing and fixing of Bulk meter.
1
16000
16000
Development of Water Works
-
-
-
Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing.
286.68
5733
20
Providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard Drawing.
39
21645
555
Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing.
30
3960
132
Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing.
4
30360
7590
Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing complete in all respects.
1
30900
30900
Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing.
25
65875
2635
Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing.
1
7100
7100
PUMP CHAMBER WITH TOILET
-
-
-
Construction of Pump Chamber having 2.50x 2.50 mt plinth area including cost of electric wiring & sanitary installations as per standard design.complete in all respects. Including costruction of toilet outside the pump chamber.
1
143719
143719.54
CARRIAGE
-
-
-
Extra for Carriage of Fine & Course aggregate i.e. Sand & Bajri from query to water works site Lead 40 Km.
-
-
-
Sand & BAJRI
64.72
20659
319.21
Environment Charges
-
-
-
Grassing of grounds with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formed
200
8006
40.03
Planting hedge including digging of trench 60 cm wide to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30 cm distance from plant to plant in two rows.
35
6157
175.93
Supplying and planting permanent trees in prepared pits and watering
10
1801
180.15
Supplying and planting permanent shrubs in prepared pits and watering
10
695
69.53
OPERATION AND MAINTENANCE
-
-
-
Operation and maintenance is carried out by the contracting agency for 3 months (90 days) having Provision of Operating Staff Pump Operator –Cum Chowkider 1 No, Provision of Bleaching powder or soldium chlorite for disinfection of water etc. Complete job.
1
45024
45024.78
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