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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.8 LAccepted-AOC VILL DAKALA DIST PATIALA | L1 | Accepted-AOC L1 |
Tender Value
₹58.1 L
EMD Value
₹1.2 L
Closing Date
7 Sept 2021, 3:00 pmClosed
Chairman GPWSC
Co Executive Engineer, 13 Kesri Colony, Billan Wali Chappri Khanna
Providing and installing of 200mm id straight tubewell upto 90 mtr depth, Construction of Pump Chamber, Pumping Machinery, OHSR 25000 ltr and O and M 3 month complete at village Lakhowal Kalan, Block Machhiwara, Distt Ludhiana under PRWSSIP 1aii JJM
2021_WB_70156_1
5208 dt. 12.08.2021 Lakhowal Kalan
Open Tender
Civil Works - Water Works
Item Rate
270 days
District Ludhiana
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹1.2 L
27 Oct 2021
17 Aug 2021
8 Sept 2021
17 Aug 2021
7 Sept 2021
17 Aug 2021
Amount
Drilling of 500mm dia bore with Reverse Rotary Rig in all kinds of soil including the cost of consumable stores,fuel oil and transportation of rig to site complete in all respect.
Drilling of 500mm dia bore with Reverse Rotary Rig up to 90mtr. Depth BGL
1. Erection and dismantling of boaring plant including all arrangment for the transportation of the boaring equipment to site of work from the store of contractor at site and back are to be made by contractor at his own cost. All rates should be quoted for supplying the material at site of work. Pits for collection of water and water for drilling tubewell be arranged by the firm/ contractor at site at his own cost and levelled after the completion of work.
2. In payment of bore shall be made upto the bail plug plus margin (7% of main bore drilling or as actual as per field requirement whihever is less) requred for sustaining the main bore.
Supplying, lowering of MS Pipe as per IS: 4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.
(b)200 mm nominal diameter (weight 33.6 kg per meter)6.4 mm thickness
Supplying, Fixing and 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.
(a)200 mm internal diameter (slot size 0.75 mm) 6.30 mm thickness
Supplying, Fixing & lowering of stainless teel socket as per IS: 8110-2000 or latest. ISI Marked duly wellded with suitable grade S.S.welding electrodes to lower the strainer into tubewell bore complete in all respects.
Supplying, Fixing and Lowering & fixing of M.S. special socket to connect S.S. Strainer to M.S. Pipe duly welded with suitable grade welding electrode complete in all respect.
Making electric logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respects
Supplying and fixing mild steel centering guides made out of 32mm X 6mm thick M.S bar complete in all respect
Supplying at site Wooden box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.
Supplying at site of gravelof 1/16" to 1/8" sizes including pouring and packing in the annual space between the pipe assembly & 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) Note:The rates including loading & unloading charges.Carriage from quarry site will be paid as per actual
Collection of water sample from different strata and testing of sample from approved laboratory (Physical & chemical Analysis)
Supplying and fixing M.S well cap having thread to fix on housing pipe complete in all respect
©200 mm internal diameter
Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect.
(c) 200mm internal diameter (weight 33.6 kg per meter) 6.40 mm thickness
Supplying & fixing of M.S. Clamp of size 150mm x 12mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost of Nut & Bolts of suitable size complete in all respects.
Development of stabillizing of the tubewell with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
(b) Capacity of Air compressor 300 cfm at 250 PSI
Development of stabillizing 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.
Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, uranium pesticide etc.)
Supplying at site Tibba sand etc including pouring and packing in annular space between the pipes assembly and the bore above clay seal complete in all respects.
Providing & fixing clay seal in graval pack minimum 3 mtr as per IS 2800:2019
Providing & fixing Sanitary seal.
Sterilization of Tubewell as per IS 2800:2019
Constructing one No. of 25 KL (25000 litres) Capacity with sill level not less than 15.50m height upto FSL 17.20 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing C.I. D/F expansion joints conforming to (IS-1536-1989) or latest 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/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow DI double flanged pressure pipes horizontally cast in sand moulds as per IS 7181/1986 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel & painting of all complete shall be included in cost & P/F aluminium leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 tone per sqm. In case the safe bearing capacity of sail is less than 8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Preminum including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling within lead of 5 km, including overflow haudi and including carriage of Material complete in all respects.
Providing, Stringing out PVC pipes 10 kgf/ Providing, laying, fixing & jointing of PVC pipe as per ISI-4985 (ISI Marked with Prior approval of Engineer in- Charge ) along the tranches and laying the same in tranches to correct alignment and gradients, cutting, jointing & testing complete as per specifications. for more than 3 mtr. Street width Complete in all respect. (Mechanically ) (10kgf/ cm2) Pressure
110 mm o/d PVC pipe
Providing & Fixing CI/DI flanged end, stem of SS (AIS 1410) and Broze (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of nut, bolts & insertion sheet, all carriage complete (with the approval of Engineer-in-charge).
100 mm i/d sluice valve
80 mm i/d sluice valve
Construction of masonary sluice valve chamber excluding sluice valve cover as per standard design & drawing of public health department.
size 0.90x0.90m
Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department With each of Size 0.60m x 0.60m
Providing, Stringing out PVC pipes ISI Marked as per ISI-4985 casting along the Trenches and laying the same in Trenches To correct alignment and gradients, cutting. Jointing and testing complete as per specifications for less than 3 mtr street width (Manually)
PVC pipe 90mm 0/d
PVC pipe 75mm 0/d
PVC pipe 63mm o/d
Providing, Stringing out PVC pipes ISI Marked as per ISI-4985 casting along the Trenches and laying the same in Trenches To correct alignment and gradients, cutting. Jointing and testing complete as per specifications for more than 3 mtr street width (Mechanically)
PVC pipe 110 mm o/d 6 kg/cm2 pressure
PVC pipe 90 mm o/d 6 kg/cm2 pressure
PVC pipe 63 mm o/d 6 kg/cm2 pressure
Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.
Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.
Dismantling of Cement concrete road with 50mm to 75mm thick C.C 1:2:4 and making good the same to its original condition complete in all respects
Dismantling of matteled road with bituminous course 50 to 75mm thick with base course and making good the same to its original condition complete in all respect.
Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.
Making proposed water connection to house hold with providing, laying, jointing, testing MDPE & G.I pipe line (B-class) 15 mm i/d (MDPE pipe 2.50 mtr & G.I pipe 2.00 mtr) including cost of specials such as tees, bends, sockets, elbow etc. cutiing, threading and testing in trenches in the group and ISI marked 15 mm i/d GM ferrule as per IS: 2692 and 3" i/d clamp with c.i.cock 15 mm i/d as per IS: 210 with stainless steel spindle of approved make complete.
Improvement in Existing Connections complete in all respects.
Providing and installing water meter (multi jet) hermatrcally relaed in G.I pipe line 15 mm i/d including, cutting and treading pipe and making long screw, GI jam nut, union and GM peet valces 15 mm i/d, including cost of GI nipple 15mmx150 mm = 2 no. and GI nipple 15mmx100mm=4 nos and G.I elbow 15mm dia = 4 Nos. with providing and fixing GI hooks complete in all respects to existing and proposed connection to each househole installation as per amendment of 1577-1994
Providing installing, Testing and commissioning 1 No. electrically actuated dia phgram operated metering system chemically dozing chlorinator, suitablefor deleviring 0.5 to 0.6 liter of bleaching powder solution/sodium Hypo solution per hour under maximum delevery pressure upto 7kg cm2 and suction lift not less than 1.5m as per DWSS standard specifications
Construction of Pump Chamber size 3.05mx3.70 m & one toilet set having plinth area including cost of electric wiring & sanitary installations as per standard design (Drawing D-2 & Analysis A-4) complete in all respects including one toilet set.
Providing & installing,testing & commisioning of 1 no electrically driven Submersible Pump set of 5.00 BHP capable of delivering 193 LPM against a head of 48 mtr as per standard Specifications.
Prov. & Fixing of Panel Board consisting of electrical appliances such as D.O.L. starter,Main Switch, VM, AMpere Meter, ELCB,Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc. complete in all respects
Prov. & Fixing of Cable 2.5 mm2 i/d complete in all respect.
Suppling, lowering of 65mm dia double flanged G.I.coloumn pipe ISI marked as per (IS-1239) including cost of special such, socket, cutting threading and welding etc.
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 as Annexure A12 – 1 & Drawings D-12 & D-17.
CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 m x 0.90 m) including cost V-notch as per standard design & drawings of public health department.
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 D-6 & 8
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 D-8 &
Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-7
Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-3
Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing with including D-4 complete in all respects
Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing D-7
Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing D-20
Provision for one way stand post with Khura complete in all respects.
Grassing of ground with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15cm, 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 rubish with all leads and lifts, planting grass roots and row 10cm apart in both directions watering, weeding and maintainance till turf is formed.
Planting ground covers (ordinary) including digging of beds to 15cm depth and mixing FYM, fertilizer and isecticides, planting of sapling at 25cm distance from plant to plant and row to row.
Planting seedlings including digging of beds to 15cm depth and mixing FYM, fertilizer and insecticides, planting of seedlings at 20cm distance from plant to plant and row to row.
Planting Rose beds including digging of beds to 15cm depth and mixing FYM, fertilizer and insecticides, triangular planting of sapling at 60cm distance from plant to plant and row to row.
Carriage of material such as Bajri & Sand upto lead 75km.
Operation & Maintenace of W/S Scheme for 3 Months with cost of operating staff , 10 hours daily pumping complete in all respects.
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