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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | L1 | Accepted-AOC Lowest quoted | |
| 2 | L2₹16.4 L+₹54,749.70 (3.44%)Rejected-Finance VILL MAHULLYA PS PATAN NAWA KHAS DIST PALAMU JHARKHAND 822123 | NAWA KHAS | PALAMU | JHARKHAND | 822123 | L2 | Rejected-Finance Other than lowest quoted | |
| 3 | L3₹16.7 L+₹82,349 (5.18%)Rejected-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | L3 | Rejected-Finance Other than lowest quoted | |
| 4 | L4₹16.8 L+₹93,444 (5.88%)Rejected-Finance SHANTI KUNJ CHESIRE HOME ROAD BARIATU RANCHI 834009 JHARKHAND | RANCHI | JHARKHAND | 834009 | L4 | Rejected-Finance Other than lowest quoted | |
| 5 | Rejected-Technical | - | Rejected-Technical Not enlisted in requisite category |
| Sl No | Description | Qty | Unit | BHARATI ENTERPRISES L4 | Raj Construction L3 | M/S JUGNU SAHU L1 | M/S ANUJ KUMAR L2 |
|---|---|---|---|---|---|---|---|
| 1.00Drilling of bore well with using DTH rig with ODEX method of drilling by suitable method prescribed in IS:2800 (part I), as per site requirement of 200mm dia up to 215 m depth for location at Namkum and up to 180 m depth for location at Morabadi Pocket below ground level in any kind of soil strata including hard stone/ boulder including electric logging, MS Cap, MS flat iron clamps sample strata box including collecting samples from different strata etc (Borewell-01 No. upto 215 m depth for location at Namkum and 01 No. up to 180 m depth for location at Morabadi Pocket all as specified and directed by Engr-in-charge for the following depth:- | |||||||
| 1.10 | From 0 Mtr to 50 Mtr depth below ground level | 100 | RM | 700 ₹70,000 | 680 ₹68,000 | 480 ₹48,000 | 450 ₹45,000 Lowest |
| 1.20 | From 50 Mtr to 100 Mtr depth below ground level | 100 | RM | 750 ₹75,000 | 700 ₹70,000 | 490 ₹49,000 | 470 ₹47,000 Lowest |
| 1.30 | From 100 Mtr to 150 Mtr depth below ground level | 100 | RM | 800 ₹80,000 | 735 ₹73,500 | 545 ₹54,500 | 510 ₹51,000 Lowest |
| 1.40 | From 150 Mtr to 180 Mtr depth below ground level | 60 | RM | 850 ₹51,000 | 760 ₹45,600 | 570 ₹34,200 | 560 ₹33,600 Lowest |
| 1.50 | From 180 Mtr to 215 Mtr depth below ground level | 35 | RM | 875 ₹30,625 | 800 ₹28,000 | 590 ₹20,650 Lowest | 620 ₹21,700 |
| 1.60Note for Ser tem No. 1 To 1.5 :- (a) The contractor shall arrange for the necessary T&P including drilling rig/machine at the site for drilling trial bore hole within the quoted rates. (b) The cost of fuel /lubricants etc. used for operation of drilling rig/machine shall be included in quoted rates. The quoted rate include the depth of boring of the tube well at the site indicated by the GE is anticipated to be 180 RM & 215 RM below ground level. The depth may, however, be ordered in writing to be varied by the GE upto a maximum of 40 metres (plus or minus). If the GE decides that suitable water bearing strata is not available in the aforesaid bore or the boring cannot be continued further on account of the type of strata met with, he may order the contractor to bore at other site (s) selected by the GE, until suitable water bearing strata is met with or boring cannot continue further on account of the type of strata met with provided the total number of bores (including the first bore) do not exceed 3. The decision of the GE shall be final and binding as to whether or not the bore can be continued further in the strata met with. Nothing extra shall be paid on this account to the contractor. | |||||||
| 2.00 | Yield test for the bore well with mechanical V. notch system by continuously run of borewell for minimum 16 hours to determine safe/regular pumping/water yield including making necessary arrangements. Note:- Necessary T&P for V.notch system to carryout yield test shall be arranged by the contractor at the site within quoted rates. | 2 | Each Job | 8,000 ₹16,000 Lowest | 10,000 ₹20,000 | 9,000 ₹18,000 | 12,000 ₹24,000 |
| 3.00 | M&L for lowering of CI/MS casing pipe of nominal bore 180 mm heavy duty ISI marked upto the depth of 215 mtr in continuously coupled with sockets/welded (of suitable size) duly fixed permanently by means of adhesive solvent,welding complete all as specified and directed. | 112 | RM | 2,000 ₹2,24,000 | 1,680 ₹1,88,160 Lowest | 2,805 ₹3,14,160 | 2,200 ₹2,46,400 |
| 4.00 | Material and labour for fixing of end Cap CI/MS suitable for casing pipe of nominal bore 180 mm dia, complete all as specified and directed. | 2 | Each | 700 ₹1,400 Lowest | 700 ₹1,400 Lowest | 12,000 ₹24,000 | 1,050 ₹2,100 |
Tender Value
₹18.3 L
EMD Value
₹36,600
Closing Date
9 Jul 2025, 6:00 pmClosed
GE Ranchi
Garrison Engineer Ranchi, 7th Club Road Ranchi, PIN-834001
PROVN OF BOREWELL FOR BIRSA MUNDA LINES AT NAMKUM POCKET AND BASANTAR LINE UNIT AREA (OTM AND JCOS/OR MD ACCN) OF 1 JAK LI AT MORABADI POCKET UNDER GE RANCHI
2025_MES_713764_1
8400/1264/E8
Open Tender
Civil Works
Item Rate
180 days
RANCHI
Class E Cat a (ii)
6 documents required · 6 mandatory
₹500
GE Ranchi
₹36,600
Yes
28 Aug 2025
11 Jun 2025
16 Jul 2025
11 Jun 2025
9 Jul 2025
25 Jun 2025
Amount
Drilling of bore well with using DTH rig with ODEX method of drilling by suitable method prescribed in IS:2800 (part I), as per site requirement of 200mm dia up to 215 m depth for location at Namkum and up to 180 m depth for location at Morabadi Pocket below ground level in any kind of soil strata including hard stone/ boulder including electric logging, MS Cap, MS flat iron clamps sample strata box including collecting samples from different strata etc (Borewell-01 No. upto 215 m depth for location at Namkum and 01 No. up to 180 m depth for location at Morabadi Pocket all as specified and directed by Engr-in-charge for the following depth:-
From 0 Mtr to 50 Mtr depth below ground level
From 50 Mtr to 100 Mtr depth below ground level
From 100 Mtr to 150 Mtr depth below ground level
From 150 Mtr to 180 Mtr depth below ground level
From 180 Mtr to 215 Mtr depth below ground level
Yield test for the bore well with mechanical V. notch system by continuously run of borewell for minimum 16 hours to determine safe/regular pumping/water yield including making necessary arrangements. Note:- Necessary T&P for V.notch system to carryout yield test shall be arranged by the contractor at the site within quoted rates.
M&L for lowering of CI/MS casing pipe of nominal bore 180 mm heavy duty ISI marked upto the depth of 215 mtr in continuously coupled with sockets/welded (of suitable size) duly fixed permanently by means of adhesive solvent,welding complete all as specified and directed.
Material and labour for fixing of end Cap CI/MS suitable for casing pipe of nominal bore 180 mm dia, complete all as specified and directed.
M&L for fixing of M.S holding clamp split type in two halves necessary nut both and washers of suitables size and length using M.S flat of size 50 mm x 10 mm. Note:- Necessary PCC around casing pipe and placing holding, complete all as specified and directed.
Supply and install submersible pump, electric driven, 415 volt, 3 phase suitable for 200/250 mm dia borewell (casing pipe size 200/250 mm) complete upto 7.5 HP of head range upto 180 m and discharge range 150 L/min to 245 L/min.
S&F PVC insulated submersible cable water proof flat type 3 core with stranded copper conductor cable, 6 Sqmm, 1100 Volts grade inculding cable lugs/joints, connection to submersible motor and other end to aluminium amoured cable including jointing, complete all as specified and directed.
M&L GI flange joints with rubber gasket of 3 mm thick chemically treated compressed including suitable size bolts, nuts and washer, complete as directed of 80/50 mm dia, complete all as specified and directed.
S&F of steel rope in submersible bore wells from motor to top edge of the bore well of size 6 mm dia (Multi wire stainless steel) for holding of submersible pump motor set, complete all as specified and directed.
S&F tubes galvanised Heavy class complete with all fittings laid in boreholes of size 50 mm bore all as specified and directed.
Earthing complete with galvanised steel earth plate electrode 60x60cm x 6mm thick, buried directly in ground (eath pit not less than 2.25 metres deep below groung level) with top edge of the plate not less than 1.5 mtr below normal ground level, connected to galvanised earth strip 25 x 4 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion. Complete all as specified and directed by Engr-in-Charge.
Excavation in trenches not exceeding 1.5 wide and not exceeding 1.5 mtr in depth in soft/loose soil for laying of pipes and getting out complete, all as specified and as directed.
Returning, filling in and including spreading, leveling, watering and well ramming in layers n.exc 25 cm thick complete, all as specified and directed.
Removing excavated surplus materials to a distance not exceeding 50 Mtrs and deposited where directed at a level not exceeding 1.5 Mtr. Above the starting point complete, all as specified and directed.
S&F GI tubing medium grade ISI marked including all fittings laid in trenches of size 50 mm bore complete, all as specified and directed.
S&F of Gun-metal globe or gate valves with iron wheell head screwed both ends for iron pipe and fixed of size 50 mm dia complete, all as specified and directed.
XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 16 sq. mm 4 core.
M&L for construction of brick masonry valve chamber of size 600x600x600 cm (Internal dimension) including necessary excavation and earth work in any type of soil with angle iron frame 50 x 6 mm, MS Sheet cover 6mm dia with locking arrangements including paint two coats of synthetic enamel pain over a coat of red oxide primer, complete all as specified and directed.
M& L for Ground water surveying for borewell and providing investigation report having flowing data with VES configuration, brief geology of the area, depth of static water table, and result of VES through CGWB/CMPDIL/Central government certified agency all as sepecified and directed.
Sand filling in cable trenches for cable protection with clean dry sand unwashed including gently put in trenches.
S&F for old size brick well burnt, laid flat, for cable protection complete all specified and directed.
Supply and fix NRV 50mm (brass material) complete all as specified and directed
Cutting/tapping/welding of CI /DI/GI Pipe 6"/4"/3" dia and jointing with suitable fittings complete all as specified and directed
M&L for 100mm thick PCC type B-2, 1:2:4 (using 40mm graded stone agg) as in floor making with spike rolling to surface or making impressions of expended metal, whilst the concrete is green finished fair and even without extra cement surface complete.
M&L hard core broken to gauge n exc 63mm complete all as specified and directed
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep in soft and loose soil and getting out complete all as specified and directed
S&F MS work as/or holding MS clamps on tube well for delivery/column pipe, fabricated out of flat iron section as directed, made to shape drilled fixed with 16 mm dia MS bolts, nuts, washers etc including one shop coat of red oxide primer, after preparation of surface complete all as directed by Engr-in-Charge as per site requirement
Supply and fix Star delta submersible starter 3 phase 415 volts suitable for 7.5 HP submersible motor overload relay range 6.5 to 10 Amp Make: Crompton/HPL/Havells.
M/S ANUJ KUMAR (BID ID -3352063)
Raj Construction (BID ID -3343972)
BHARATI ENTERPRISES (BID ID -3343872)
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