Augmentation Of Water Supply Scheme Village Ransika Tilla Block Dera Baba Nanak Distt. Gurdaspur. (Under 1A (Iii)/J.J.M.Providing And Installing Deep Tubewell With Hand Boring Rig 150Mm I/D Straight Depth Up To 150 Mtr Const. Pump Chamber Size 2.20×2.20Mt

Tender Notice

28112040
Corrigendum : Augmentation Of Water Supply Scheme Village Ransika Tilla Block Dera Baba Nanak Distt. Gurdaspur. (Under 1A (Iii)/J.J.M.Providing And Installing Deep Tubewell With Hand Boring Rig 150Mm I/D Straight Depth Up To 150 Mtr Const. Pump Chamber Size 2.20×2.20Mt
Indian
Punjab
20-07-2021
27-07-2021
27-07-2021

Tender Details

augmentation of water supply scheme village Ransika Tilla Block Dera Baba Nanak Distt. Gurdaspur. (Under 1a (iii)/J.J.M.Providing and Installing deep Tubewell with hand boring rig 150mm i/d straight depth up to 150 mtr Const. Pump Chamber size 2.20×2.20mtr. with Sanitary Latrine in pump Chamber, Providing & Installing Pumping Machinery, Disinfections Unit Electronically actuated Type, All Civil Works, Supplying and laying of PVC pipes 6kgcm2, valves and specials for Rising Main 10kg cm2, Soler Panel , Water connection, water meter and Constructing 1 No. OHSR 25KL capacity having height of 15.00m Bottom, 18.00 mtr. upto FSL including the cost of inlet, outlet, overflow & scour & vertical pipes, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthing, MS steel ladder of tank portion stair case with G.I pipe railing on both sides Ventilation, Aluminum ladder inside OHSR, Scour/overflow Sluice valves complete in all respects.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-Jun-2021 Corrigendum2 Date 29-06-2021
2 29-Jun-2021 Corrigendum51 Date 06-07-2021
3 06-Jul-2021 Corrigendum7 Date 13-07-2021
4 13-Jul-2021 Corrigendum5 Date 20-07-2021
5 20-Jul-2021 Corrigendum8 Date 27-07-2021

Key Value

Document Fees
INR 100 /-
EMD
INR 89500.00 /-
Tender Value
INR 44.74 Lakhs /-

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BOQ Items

Name of Work:Aug. of water supply scheme village Ransika Tilla Block Dera Baba Nanak Distt. Gurdaspur. (Under 1a (iii)/J.J.M. Providing and Installing deep Tubewell with hand boring rig 150mm i/d straight depth up to 150 mtr Const. Pump Chamber size 2.20×2.20mtr. with Sanitary Latrine in pump Chamber, Providing & Installing Pumping Machinery, Disinfections Unit Electronically actuated Type, All Civil Works, Supplying and laying of PVC pipes 6kgcm2, valves and specials for Rising Main 10kg cm2, Soler Panel , Water connection, water meter and Constructing 1 No. OHSR 25KL capacity having height of 15.00m Bottom, 18.00 mtr. upto FSL including the cost of inlet, outlet, overflow & scour & vertical pipes, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthing, MS steel ladder of tank portion stair case with G.I pipe railing on both sides Ventilation, Aluminum ladder inside OHSR, Scour/overflow Sluice valves complete in all respects. Operation and Maintenance water supply system including machinery, Pump Operator Cum-Chowkidar, Sodium Hypo Chloride solution with storage tank of sufficient disinfection for 3 Months after completion and Environment Management at water work site. (Operation & Maintenance Cost excluding Electricity Charges)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Hand Boring Machine\nBoring with 250mm i/d casing pipe for tubewell in al soils except ordinary hard rocks requiring balsting including removing the casing pipe after the tube well is lowered and tested equipment as required such as hand boring machine and its accessory, transportation to site and vice versa etc complete in all respect.\nBoring with 250mm i.d upto 150mtr 1 150 Mtr
2 2 Supplying, lowering of mild steel pipes as per IS: 4270-2001 including MS Sockets having dimension as per IS code dully welded with MS electrode to have extra straight lower the pipe into Tubewell Bore complete in all respects.\n150mm i/d nominal dia meter (weight 21.16kg per meter) 5.4mm thick. 2 136 Mtr
3 3 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.\n150mm i/d (slot size 0.15mm) 5.00 mm thickness 3 10 Mtr
4 4 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 respect.\n150mm internal diameter 4 6 Each
5 5 Supplying and fixing of bail plug of MS pipe complete with inverted u-hock attached to the bottom plug complete in all respects\n(150mm) i/d weight 21.6 kg p/m) 5.40 mm Thickness 5 4 Mtr
6 6 Supplying and fixing of well cap having threads to fix on housing pipe Complete in all respects (150mm i/d) 6 1 Each
7 7 Supplying and fixing of mild steel clamps of size 150 mm x 12mm made out of MS Flat 1.52m) long, suitable to fit the housing pipe including the cost of Nut of Bolt of Suitable size complete in all respects 7 1 Each
8 8 Supplying, lowering and fixing of MS specials sockets to connect to SS Strainer to MS pipe dully welded with suitable grade welding electrode complete in all respects (150mm id) 8 4 Each
9 9 Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample received from the bore. 9 1 Each
10 10 Testing of water Simple for Heavy Metal for Approved Laboratory ( Toxic , Material,Such as Arsenic, lead, Mercury,Presticide,etc) 10 1 Each
11 11 Development and stabilizing of the tube-well with Air Compressor of required capacity as directed by the Engineer-in-charge including cost of tools appliances and consumable to the satisfaction of Engineer-in-charge.\nCapacity of Air Compressor 300cfm at 250 PSI\n 11 10 Hr
12 12 Development and stabilizing of the tube-well with Submersible Pump of required capacity as directed by the Engineer-in-charge including the cost of tools appliances and consumable to the satisfaction of Engineer-in-charge. 12 8 Hr
13 13 Collection of water sample from different strata and testing of sample from approved laboratory (Physical & Chemical Analysis) 13 3 Nos
14 14 Provision of sterilization clay is code complete in all respect 14 1 LS
15 15 PUMP Chamber \nConstruction of Pump Chamber Below OHSR TANK size 2.20x2.20m Without gravel pit but including sanitary latrine as per analysis, complete in all respects.. \n 15 1 Job
16 16 PUMPING MACHINERY\nProviding & installing testing & commissioning of 1 no electrically driven Submersible Pump set capable of delivering 2.90 LPS against a head of 49mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil impressed starter, Main Switch, VM, AMpere Meter, ELCB, Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc. including M.s column Pipe of IS 1239-2004 medium class size 65mm and Length 26 mtr.(in 3mtr lengths each with flanges, screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 80 Mtr. Length and 2.50mm2 size as per IS694-1990 reaffirmed 2000 complete in all respects\nRate of Motor with Pump 16 1 Nos
17 17 Panel Board 17 1 Nos
18 18 Submersible cable Size 2.50mm2 18 80 Mtr
19 19 Column Pipe (G.I) 65mm i/d 19 26 Mtr
20 20 C.I.FITTING INSIDE PUMP CHAMBER\nProviding & Installing 100 mm dia delivery main (from Tube-well to duck foot bend including cost of C.I.D/F Pipes, D/F Sluice Valves, D/F Non Return Valve & Specials as C.I. Bends, Tail Piece Tees, Pressure gauge, Air Valve,,V notch haudi etc. inside the Pump chamber as per DWSS standard design and analysis complete in all respects. (Annexure-3) As per IS1536-2001 & 1538-1993 reaffirmed 1999 and electro steel \n 20 1 Job
21 21 Disinfection Unit:\nProviding Installing testing and commissioning and one no. electronically actuated, diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 leter of bleaching powder solution/ sodium hypo solution per hrs under maximum deliver pressure upto 7kg/cm2 and suction left not less than 1.5 meter. \n 21 1 Job
22 22 OHSR\nConstructing one No. of 25.00 KL (25000 litres) Capacity with sill level not less than 15.50m height upto FSL 18.00 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 DI K-9 D/F expansion joints conforming to (IS-8329/2000) 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 DI K-9 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 K-9 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 aluminum 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 Premium 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 complete in all respects.\n 22 1 Job
23 23 PVC pipe RISING MAIN \nProviding, laying fixing and jointing of PVC pipes 10kg 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 the testing complete as per specifications.\n(110mm o/d (Mechanical) 23 30 Mtr
24 24 Sluice Valve & Sluice Valve Chambers\nProviding & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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).\n(100mm i/d) \n 24 2 Each
25 25 Construction of masonry Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department.\n(a) Size 0.9m x 0.9m \n 25 2 Each
26 26 DEVELOPMENT OF WATER WORKS SITE.\nProviding & fixing 1.2mtr high fencing around the head works site with 1.65 meter post, placed every 2.5 meters apart, embedded in cement concrete blocks and every tenth post to be strutted with three rows of G.I. Barbed wire weighing 9.34 Kg per 100 meters (minimum) and fixing with GI staples tied to 6mm bar nib, with binding wire or by providing cut, including drilling holes in the post, including cost of posts, winding wire, strutted earth work in the post & aluminum painting complete in all respects as per DWSS standard Drawing \n 26 423 Mtr
27 27 Providing and Fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4 mm dia fencing pole size at bottom 4" x 4", size top 3" x 4",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects. 27 58 Mtr
28 28 Providing & fixing D-Hook complete with MS Bolts size 300mm x 18mm as per DWSS standard Drawing 28 30 Nos
29 29 Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per DWSS standard Drawing 29 4 Nos
30 30 Construction of masonry gate pillar including cost of MS Steel Gate size 1.22 m x 1.37 m as per DWSS standard Drawing 30 1 Nos
31 31 Construction of Foot Path with masonry toe wall & earth filling and Cement Concrete 1:8:16 with 40 mm gauge stone aggregate, 40 mm thick cement concrete topping 1:2:4, inside water works as per DWSS standard Drawing 31 20 Mtr
32 32 Providing & fixing MS sign Board as per DWSS standard design 32 1 Nos
33 33 Providing, laying, Fixing, jointing, cutting & testing of uPVC Pipes & Specials (6 kg./cm2) including cost of excavation complete in all respects as per ISI-4985 standard analysis. (Supreme /Finolex/Prince/Jain/Kissan Make or equivalent make)\nExcavation with JCB\nuPVC Pipe 63 mm o/d 33 1056 Mtr
34 34 uPVC Pipe 110 mm o/d 34 20 Mtr
35 35 Excavation with Manually\nuPVC Pipe 63 mm o/d 35 2199 Mtr
36 36 uPVC Pipe 90 mm o/d 36 370 Mtr
37 37 uPVC Pipe 110 mm o/d 37 78 Mtr
38 38 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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).\n80mm i/d 38 2 Each
39 39 Construction of masonry Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department.\na) Size 0.6 m. x 0.6 m. 39 2 Each
40 40 Dismantling and restoration brick paving complete in all respect as per DWSS standard approved analysis.\nPVC Pipe 63mm o/d 40 997 Mtr
41 41 PVC pipe 90mm o/d 41 370 Mtr
42 42 PVC pipe 110mm o/d 42 78 Mtr
43 43 Dismantling and restoration of Cement Concrete Road complete in all respect as per DWSS standard approved analysis. \n63mm o/d & 90mm o/d 43 1202 Mtr
44 44 Contractor shall be quote rates only for dismantling of mettaled road & back filling with excavated earth fully compacted the restoration of the mettaled road to its original condition will be done by the concerned department i.e. PWD (B&R) PMB/Panchayati Raj)\n90mm o/d 10 No road cut x 4 mtr = 40 mtr 44 60 Mtr
45 45 Water Connection\nProviding proposed water connection to house hold upto wall with providing laying jointing testing GI pipes lines 15mm i/d = 2.50mtr B Class as per CSR 28.36 (A) above GL Providing and fixing MDPE pipe 15mm i/d with specials 2.00 mtr (Below GL) including cost of specials such as tees bends sockets elbow etc cutting threading and testing in trenches in the ground and ISI 15mm i/d GM ferrule as per IS 2692 and 3" i/d clamp with CI bib cock 15mm i/d as per IS 210 with stainless steel spindle of approved make as per CSR 30.65 (b)\n 45 130 Nos
46 46 Water Meter\nProviding and fixing Multijet water meter to house hold including cost of specials such as tees bends, sockets elbow peet valve union nipples and hooks etc, cutting threading and testing complete in all respect\n 46 130 Nos
47 47 Soler Panel:- \nProviding, Fixing, Installing, Commissioning, Solar Panel Energy System (Monocrystalline) for amount of electric power required for running electric 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 guidelines issued by PEDA complete in all respects.\n 47 3 KW
48 48 (Operation & Maintenance Cost excluding Electricity Charges)\nOperation and Maintenance water supply system for 3 Months including operating of machinery , repair of leakages, supplying of full time Pump Operator cum- Chowkidar, supply of Sodium Hypo Chlorite solution for disinfection for 3 months after completion. \n 48 1 Job
49 49 Extra carriage of fine aggregate payable upto lead 65 Km 49 96.48 CUM
50 50 Extra Carriage of Course Aggrigate (Bajri) payable upto lead 70 Km 50 176.6 CUM
51 51 Extra carriage of bricks payable 51 17813 1000/Per
52 52 EnvironmentalCharges\nSurface dressing of ground including removing rank vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5 m in all kinds of soil. \n 52 70 Sqm
53 53 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. 53 8 Sqm
54 54 Planting ground covers (ordinary) including digging of beds to 15cm depth and mixing FYM fertilizer and insecticides planting of sapling at 25cm distance from plant to plant and row to row. 54 8 Sqm
55 55 Supplying and planting permanent trees in prepared pits and watering. 55 8 Each
56 56 Provision for one way stand post with Khura complete in all respects. 56 1 Job
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