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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹48.6 L+₹86,274 (1.81%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹51.8 L+₹4.1 L (8.67%)Rejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹52.0 L+₹4.3 L (9.02%)Rejected-Finance NAYA BASS MAHAMANDIR JODHPUR RAJASTHAN 342006 | JODHPUR | JODHPUR | RAJASTHAN | 342006 | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹52.0 L+₹4.3 L (9.07%)Rejected-Finance C 40 BHAGAT SINGH NAGAR BHIND ROAD GWALIOR MP 474005 | NA | NA | 474005 | L5 | Rejected-Finance Not being lowest |
Tender Value
₹50.0 L
EMD Value
₹99,900
Closing Date
10 Nov 2022, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
REPAIR AND MAINT OF GI/CI/DI/PVC PIPE LINE ZONE-II INCLUDING CLEANING OF OVERHEAD TANKS/UG SUMPS AND MISC WORK UNDER THE JURISDICTION OF GE (A) JAISALMER
2022_MES_557506_1
8239/22-23/E8
Open Tender
Civil Works - Water Works
Item Rate
270 days
Jaisalmer
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Army Jaisalmer
₹99,900
Yes
27 Feb 2023
13 Oct 2022
12 Nov 2022
13 Oct 2022
10 Nov 2022
27 Oct 2022
Amount
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified & directed by Engineer-in-Charge
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and getting out in soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil all as specified & directed by Engineer-in-Charge.
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock all as specified & directed by Engineer-in-Charge.
Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge.
Removing excavated soft/ disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge.
Taking up carefully from trenches/walls/pillar GI/PVC water mains incl all fittings of following sizes:-
(a) 20 mm bore.
(b) 25 mm bore.
(c) 40 mm bore.
(d) 50 mm bore.
(e) 80 mm bore.
(f) 100 mm bore.
Refixing of old steel water tubing and connections in new or old position (wall/floor/ceilling/trecheh etc) of following sizes:-
(a) 20 mm bore.
(b) 25 mm bore.
(c) 40 mm bore.
(d) 50 mm bore.
(e) 80 mm bore.
(f) 100 mm bore.
Supply and fix laid in trenches steel water tubing galvanised medium grade with all fittings of following sizes:-
(a) 25 mm bore.
(b) 40 mm bore.
(c) 50 mm bore.
(d) 80 mm bore.
(e) 100 mm bore.
Supply and fix complete to walls / ceilings or laid in floors steel water tubing galvanised medium grade with all fittings of following sizes:-
(a) 20 mm bore.
(b) 25 mm bore.
(c) 40 mm bore.
(d) 50 mm bore.
(e) 80 mm bore.
(f) 100 mm bore.
M & L for cutting existing GI tubing for alteration or additions of sizes including screwing existing GI tubing for tapping & making new connections etc of following sizes complete all as specified & directed by Engineer-in-Charge
(a) 20 mm bore.
(b) 25 mm bore.
(c) 40 mm bore.
(d) 50 mm bore.
(e) 80 mm bore.
(f) 100 mm bore.
S&F in repairs gun metel,globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed for the follwing sizes with ISI marked and as per IS 14846 complete all as specified & directed by Engineer-in-Charge
(a) 20 mm bore.
(b) 25 mm bore.
(c) 40 mm bore.
(d) 50 mm bore.
Taking up carefully from trenches/walls/pillar CI/DI water mains incl all fittings with spigot and socket ends incl joint/rubber gaskets/lead wool/tyton joint for the following sizes:-
(a) 80 mm bore.
(b) 100 mm bore.
(c) 150 mm bore.
(d) 200 mm bore.
(e) 250 mm bore.
(f) 350 mm bore.
Relaying, realigning the DI/CI pipe line with spigot and socket ends (in any length) on wall/pillars with necessary fitments (tyton joint/rubber gasket,etc) for complete assembly of following sizes complete all as specified & directed by Engineer-in-Charge.
(a) 80 mm bore.
(b) 100 mm bore.
(c) 150 mm bore.
(d) 200 mm bore.
(e) 250 mm bore.
(f) 350 mm bore.
Supply and laying ductile iron pipe with internal cement mortar lining and external zink pipes with class of pipe K-9 of following sizes:-
(a) 100 mm bore.
(b) 150 mm bore.
(c) 200 mm bore.
(d) 250 mm bore.
(e) 350 mm bore.
S & F in repairs butterfly valve, high pressure with crutch or butterfly handle for iron pipe or for unions of follwing sizes complete all as specified & directed by Engineer-in-Charge.
(a) 80 mm bore.
(b) 100 mm bore.
Taking down old u/s Sluice valve of any size complete all as specified and directed by Engineer-in-charge.
Supply and fix Sluice valve PN-1.6 with gun metal spindle and wedge nut ISI maked (IS-14846:2000) complete with iron wheel of following sizes:- Note:- Rate includes neccesary arrangements and cutting the pipe of required dimension with attachments for fitting the sluice valve.
(a) 80 mm bore.
(b) 100 mm bore.
(c) 150 mm bore.
(d) 200 mm bore.
(e) 250 mm bore.
(f) 350 mm bore.
M & L for taking out sluice valves refacing, regrinding and refixing alongwith rubber gasket complete of following sizes :-
(a) 80 mm bore.
(b) 100 mm bore.
(c) 150 mm bore.
(d) 200 mm bore.
(e) 250 mm bore.
(f) 350 mm bore.
M & L for taking out stainless steel spindle out of sluice valve and refixing it with new one with neccessay attachments to fit the existing valve complete for the following sizes :-
(a) 80 mm bore.
(b) 100 mm bore.
(c) 150 mm bore.
(d) 200 mm bore.
(e) 250 mm bore.
(f) 350 mm bore.
S & F in repairs foot valve cast iron assembly of following sizes:-
(a) 65 mm bore.
(b) 80 mm bore.
(c) 100 mm bore.
(d) 150 mm bore.
Supply and fix in replacement cast iron non return (reflux) valve both flanged ends in swing type design as per IS 5312 Part-1, PN-1.0, of following sizes:-
(a) 80 mm bore.
(b) 100 mm bore.
(c) 150 mm bore.
(d) 200 mm bore.
(e) 250 mm bore.
(f) 350 mm bore.
Supply, fixing and testing, cast iron air release valve with two air outlet and fixing in existing CI/ DI water supply mains complete including necessary cutting/ drilling inserting tee, nuts, bolts etc including taking out old air release valve complete of follwing sizes all as specified & directed by Engineer-in-charge.
M&L in repairs for fixing MS leakage clamps 150 mm in width made out of 6 mm thick MS Sheet in shape and size duly drilled 2 holes in each side with necessary rubber insertion sheet of required size and MS bolt,nuts & washers incl. excavation/earth work in any type of strata and dewatering of line water for prevention of water leakage from pipeline complete all as specified & directed by Engineer-in-Charge suitable for following sizes of CI/DI pipelines:-
(a) 80 mm bore.
(b) 100 mm bore.
(c) 150 mm bore.
(d) 200 mm bore.
(e) 250 mm bore.
(f) 350 mm bore.
M & L for Burning of lead joint in position (old lead will be contractors property for which credit will be given separately) for the pipes of following sizes:-
(a) 80 mm bore.
(a) 100 mm bore.
(b) 150 mm bore.
(c) 200 mm bore.
(d) 250 mm bore.
(e) 300 mm bore.
(f) 350 mm bore.
S&F in replacement mechanical/Detachable/Victaulic joints (class 10) with nut bolts washers rubber gaskets etc suitable for CI/DI pipes of following sizes:-
(a) 80/100 mm bore.
(b) 150/200 mm bore.
(c) 250/300 mm bore.
(d) 350 mm bore.
Supplying, fixing and testing of CI/DI pipe fitting for spigot socketed pipes such as bends (any type, radius and angle), tapers any type (straight, bend, increasing/ decreasing or double socket etc). Tee pieces, single branch, “Y” junction, double branch, cross (all sockets or socket and spigot), collars, caps and plugs, for pipe upto 350mm bore all as specified & directed by Engineer-in-charge. Note:- Rate of cutting existing pipe for insertion of the fitting is included in the quoted rate.
M&L for PCC (1:3:6) type C-2, using 40 mm graded stone aggregate as in foundation concrete, mass concrete etc complete all as specified & directed by Engineer-in-charge.
Dismantling of valve chamber and removing material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed by Engineer-in-charge.
Construction of valve chamber of size 120 x 120 x 120 cm (internal dimensions) with the following specifications :-
(i) 15cm thick PCC 1:4:8 type D-2 (using stone aggregate) as in foundation concrete. (ii) PCC solid block masonry 200mm thick using grade C-5 block in CM 1:6 (iii) Rendering 15mm thick in CM 1:4 finished even and fair. (iv) PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping. (v) 3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40x6 mm duly embedded in coping concrete with necessary locking arrangement. (vi) Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer. (NOTE : Excavation and earthwork included under respective items of Sch 'A')
Construction of valve chamber of size 100 x 100 x 100 cm (internal dimensions) with the following specifications :-
(i) 15cm thick PCC 1:4:8 type D-2 (using stone aggregate) as in foundation concrete. (ii) PCC solid block masonry 200mm thick using grade C-5 block in CM 1:6 (iii) Rendering 15mm thick in CM 1:4 finished even and fair. (iv) PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping. (v) 3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40x6 mm duly embedded in coping concrete with necessary locking arrangement. (vi) Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer. (NOTE : Excavation and earthwork included under respective items of Sch 'A')
M&L for cleaning of pump house/sub station,surrounding area by surface excavation upto 10 cm depth incl removing shrubs,grass,miniplants and other unwanted materials and levelling in soft/loose soil complete all as specified & directed by Engineer-in-Charge.
M & L for cutting of branches of tree of various length to keep a clear pump houses and depositioning the cut branches upto 50 mtr from pump house complete all as specified & directed by Engineer-in-Charge.
M&L only for attending water supply complaints and rectifying the faults viz no water, water leakage, air lock, low pressure, over flow etc all necessary patty items like rubber gasket,grease, screws, GI tees, bends, elbow etc and tool required including excavation in any type of strata as per site requirement and making arrangement of electric/diesel pump/JCB/manual additional labour by caulking with pig lead/ lead wool/ tyton joint complete all as directed for following sizes:- Note:- Group of three complaints will be consider as one job. Complaint slip will printed and supplied by Contractor in prescribed format complete all as specified & directed by Engineer-in-Charge.
(a) 20 mm to 100 mm bore.
(b) 150 mm to 350 mm bore.
M&L dewatering, cleaning of OH reseviors (by professional agency like Narmada water tank cleaners or equivalent) with high pressure jet to remove all mosses, algae and dirt and removal of dirty water along with sludge machines/industrial vacum cleaners and disposal of the same to a safe distance including scrubing of internal surface by steel wire brush, removing the dirt completely using industrial vaccum cleaners and sterilizing the complete internal surface of the tank by using ISI mark Gd I bleaching powder including repair to vent pipes and providing wire mesh and clamps (to stop ingress of pigeons) complete and marking the date of cleaning by using synthetic enamel paint in white colour over black background and letters of height 40 mm height and 30 mm width complete all as directed including one coat of white wash on the internal surface complete all as specified & directed by Engineer-in-Charge.
ITEM No. 35.00 CONTD... Note: If the work is not done upto satisfaction level of concerned JE/AGE (E/M), the work will be redone upto required level without any extra cost. Neccessary tools and safety gears to be arranged by contractor without any extra cost. Labours safety shall be contractors responsiblity.
(a) 50000 Gallons
(b) 100000 Gallons
M&L dewatering, cleaning of UG sumps (by professional agency like Narmada water tank cleaners or equivalent) with high pressure jet to remove all mosses, algae and dirt and removal of dirty water along with sludge machines/industrial vacum cleaners and disposal of the same to a safe distance including scrubing of internal surface by steel wire brush, removing the dirt completely using industrial vaccum cleaners and sterilizing the complete internal surface of the tank by using ISI mark Gd I bleaching powder including repair to vent pipes and providing wire mesh and clamps (to stop ingress of pigeons) complete and marking the date of cleaning by using synthetic enamel paint in white colour over black background and letters of height 40 mm height and 30 mm width complete all as directed including one coat of white wash on the internal surface complete all as specified & directed by Engineer-in-Charge.
ITEM NO. 36.00 CONTD.. Note: If the work is not done upto satisfaction level of concerned JE/AGE (E/M), the work will be redone upto required level without any extra cost. Neccessary tools and safety gears to be arranged by contractor without any extra cost. Labours safety shall be contractors responsiblity.
(a) 50000 Gallons
(b) Static Water Tank 50,000 glns round type
M&L applying one coat of anticorrosive bituminiuos paint on existing paint over ladder of overhead tanks of any capacity upto 20 mtrs staging including preparation of surfaces complete all as specified & directed by Engineer-in-Charge.
Repairing of ladders/part of ladder in OH Tanks with the help of Arc/Gas welding,cutting, beding etc and two coats of anti corrosivce bitumious paint over a coat of anti corrosive primer complete all as specified & directed by Engineer-in-Charge.
Taking down old u/s PVC 2 core cable of any size complete all as specified & directed by Engineer-in-Charge.
S & F ultrasonic level transmitter IP 67, 8 meter range 2 wire with complete set up of submersible type water level sensor, where sensor gives output of 4 to 20 mA and this is being connected to transmitter to show water level. Transmitter is designed to show water level in the tank which will be in meters and also it will show available water quantity in gallons. Transmitter will have two relays and out of this relay 1 is set for upper level and relay 2 is set for lower level of water in tank. Output of relays canbe connected to hooter as alarm . Display wiil be of LCD and size will be 20x4, where in water level as well as water quantity will be displayed, material PVDF, aluminium housing PU painted, top mounting including bracket complete with panel comprising of SMPS NHP 24 DC, 3 Amps and MCB SPN and anything else required for making level sensor operational and provision for fixing 4 digit 7 segment LED display complete
ITEM No. 40.00 CONTD... testing/calibration for indiacting water level inside OHT(any capacity)/UG sump (any capacity) etc including taking down unserviceable ultra sonic sensor complete all as specified and directed by Engineer-in-Charge. SBEM (ultramate 136-ULT)/ Bamo electronics or equivalent. Note: - Labours safety shall be contractors responsiblity including protective gears for OHR.
S& F 2 core 1.0 Sqmm copper conductor complete fixing /saddling/ laying in ground and connecting to level transmitter(OHT/UG sump) at any height complete all as specified & directed by Engineer-in-Charge.
M&L for preparation/cleaning of old painted steel surfaces of any description such as suction line, delivery line, priming line or not less than 80 mm dia pipe any other pipe line/ channel plates complete with scrapping out old painted surface and after that marking of flow direction along with painting complete all as specified & directed by Engineer-in-Charge.
M&L in repair for PCC block masonary and PCC 1:4:8 in foundations, filling and mass concrete for foundation of DI/CI water pipelines complete by using necessary clamping of pipe in foundation to avoid vibration at the time of pumping operation complete with demolition of existing foundation and necessary earthwork complete all as specified & directed by Engineer-in-Charge. Note: Minimum size for foundation L x W = 45 cm x 45 cm but height will vary from site to site. Contractor should quote the rate according to the condition mentioned and reviewing site.
Material and labour for cross arms, bracing supports, clamps fabricated out of structural steel such as ISMC, angle iron, flat iron sections including hot galvanised nuts & bolts, washers for single and two pole structure welding, bending cold or hot, drilling holes for bolts, in any shape or size of Fe-410-W (gde-E-250) quality-B as specified and including of one under coat and finishing coat with aluminium paint over a coat of red oxide primer complete all as specified & directed by Engineer-in-Charge.
M & L for testing of water sample at authorised government laboratory for biological & chemical examination of water on quarterly basis including glass bottle for collection of sample complete all as specified & directed by Engineer-in-Charge. Note: (i) Sample of water to be collected from wherever directed by Engr-In-Charge will be responsibility of contractor.(Water sample includes area such as Dabla Main P/H, KLP PH and ASC P/H)) (ii) Collection of sample from all the places at a time will be considered as one job each time
M/s J B Construction Company
M/s Shree Construction Company
Anil Builders
SHRI HARI CONSTRUCTION
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