Water Supply And Sanitation Department-WSSD has published Augmentation Of Water Supply Scheme In Village Ganaru And Gara 2 Nosbifurcation From Existing Water Supply Scheme Agampur 05 Nos Block Sri Anandpur Sahibdistt Rupnagar. ( Construction Of 1 No. Rcc Ohsr Of 50000 Ltr. Capacity With Sill Level Not Less Than. Submission Date for this Tender is 11-07-2023. Water Supply Project Tenders in Rupnagar Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Jul-2023 | Corrigendum | Date | 11-07-2023 |
| Sl. No. | Item Description |
| 1 | OHSR |
| 2 | Construction of One No. RCC OHSR of 50000ltr Capacity with sill level not less than 17mtr. 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 aluminium 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 151-13382 and CI/D.I, D/F sluice valve duly 151 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 15 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.1. railing in 2 rows in both sides of approved make & Painting of all external surfaces Providing and applying integral crystalling slumy of hydrophilic in nature for water proofing management etc. for vertical and horizontal surfaces and swellabletyp 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 haudi complete in all respect. (All including carriage) |
| 3 | CHORINATION AND DISINFECTION |
| 4 | 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. |
| 5 | PIPELINE FOR PUMPING MAIN |
| 6 | Providing, Laying , fixing & jointing ofP.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. |
| 7 | 110mm o/d pipe of 10 Kgf. / sqcm |
| 8 | 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) |
| 9 | 100 mm I/d |
| 10 | Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete @ 3Kg Each (33x3kg = 99kg) |
| 11 | Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department (3 no. each of size 0.9m x 0.9m |
| 12 | PIPELINE FOR DISTRIBUTION MAIN |
| 13 | Providing, Stringing out PVC pipes as perISI-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 & specialscomplete as per specifications for less than 3 mtr street width. Complete in all respect (6kgf/sqcm) (BY MANUAL 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. |
| 14 | PVC pipe63 mm o/d |
| 15 | PVC pipe90 mm o/d |
| 16 | Providing, Stringing out PVC pipes as perISI-4985 (ISI marked with prior approval of Engineer in chargecasting along the Trenches and laying the same in Trenches To correct alignment and gradients, cutting. Jointing and testing, including excavation & specialscomplete as per specifications for for more than3 mtr street width Complete in all respects (6kgf/sqcm) (BY MECHANICAL MEANS). Note:- Excavation item no. 28.1 (ii) (For Ordinary soil having gravel upto 40%) is taken as the area falls in KANDI AREA |
| 17 | PVC pipe63mm o/d |
| 18 | PVC pipe90mm o/d |
| 19 | PVC pipe110mm o/d |
| 20 | Providing and laying, jointing, fixing testing ISI marked G.I. pipe ( as per IS 1239) B-Class premium make such as (Jindal/Hisar) including cost of specials such as tees, bends, sockets elbow etc. cutting, threading and testing in trenches in the ground complete (By Mechnical means). |
| 21 | GI pipe 100 mm i/d |
| 22 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting. |
| 23 | Dismantling of mettalic road with bitumainous course 50mm to 75 mm thick CC 1:8:16 .Complete in all respect as per instructions / directions issued by EIC |
| 24 | 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 conditioncomplete in all respects as per analysis A-25 |
| 25 | 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 |
| 26 | 80 mm I/d |
| 27 | 100 mm I/d |
| 28 | Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete. |
| 29 | Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department. With each of Size 0.6m x 0.6m |
| 30 | 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. |
| 31 | provision for making connection with existing pipe line |
| 32 | HOUSE SERVICE CONNECTIONS |
| 33 | 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. |
| 34 | Providing fixing and Jointing Water Meter (Multi Jet) in G.I. pipe including cutting and threading pipe and making long screw etc. complete including cost of G.I. jam net complete. 15 mm i/d, providing fixing and jointing gen metal peet valves (Heavy pattern) with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. 15 mm i/d, 15mm socket, MS hooks complete in all respect. |
| 35 | Providing and fixing of Bulk meter. |
| 36 | Development of Water Works Site |
| 37 | 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. |
| 38 | 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 | Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing. |
| 40 | Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing. |
| 41 | Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard DrawingA-4 complete in all respects |
| 42 | Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing. |
| 43 | Providing & fixing MS Sign Board as per standard size of DWSS. |
| 44 | Construction of toe wall around the water works site (0.45 mtr. depth). |
| 45 | Evnironment Charges |
| 46 | Grassingofgroundswithdoobgrassincluding uprooting rankvegetation and weeds by digging the area to a depth of 15 cm, removing all weeds andothergrowthwithrootsbyforking repeatedly, breakingclods,mixingfertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbishwithallleadsandlifts,plantinggrass rootsinrows10cmapartinbothdirections, watering,weedingandmaintenancetillturfis formed. |
| 47 | Planting permanent hedges including digging of trenches 60 cm. wide and 30cm. Deep, refiling the excavated earth mixed with manure supplied @ 4.65 cum per 100m & supplying & Planting hedge Plants at 30cm. Apart. |
| 48 | Supplyingand planting permanent trees including digging of earth pits size 75 cmx75cmx75cm deep, refilling the excavated earth with manure supplied @ 0.113 cum each and watering supplying through tractor tanker. |
| 49 | Planting permanent shrubs inclding digging of pits on earth size 0.60mx0.60m deep, refilling the excavated earth mixed with manure supplied @ 0.056 cum each and watering supply through the tractor tanker. |
| 50 | SOLAR POWER PLANT |
| 51 | Providing, fixing, installing, commissioning, Solar panel energy system (Monocrystalline) for amount of electric powe required for running elertric motor and other appliances such as fan, tube, Bulb etc. in water works site. Including Bi-directional meter and inverter of suitable capacity as per guidliness issued by PEDA complete in all respect. |
| 52 | OPERATION AND MAINTENANCE |
| 53 | Operation and maintenance is carried out by the contracting agency for 3 months (90 days)having Provision of Operating StaffPump Operator –Cum Chowkider 1 No,Provision of Bleaching powder or soldium chlorite for disinfection of water (100 units) etc. Complete job. |
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