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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 CrAccepted-AOC 3A RAM MOHAN MULICK GARDEN LANE UNIT NO 6A 3RD FLOOR KOLKATA 700010 | KOLKATA | WEST BENGAL | 700010 | ₹26.7 Cr Quoted ₹26.8 Cr | L1 | Accepted-AOC Being Lowest and reasonable |
| 2 | L2₹28.0 CrRejected-Finance | ₹28.0 Cr | L2 | Rejected-Finance Not Being Lowest |
| 3 | L3₹28.5 CrRejected-Finance 11 JAMES HICKEY SARANI FORMALLY KNOWN AS DACRES LANE 2ND FLOOR KOLKATA 700069 | KOLKATA | KOLKATA | WEST BENGAL | 700069 | ₹28.5 Cr | L3 | Rejected-Finance Not Being Lowest |
| 4 | L4₹28.5 CrRejected-Finance | ₹28.5 Cr | L4 | Rejected-Finance Not Being Lowest |
| 5 | L5₹30.0 CrRejected-Finance | ₹30.0 Cr | L5 | Rejected-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | AMIT ASSOCIATES L7 | LUMOS INFRA PVT LTD L8 | LIRA CONSTRUCTIONS PVT LTD L6 | D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED L3 | M P KHAITAN L2 | surendra infrastructure pvt ltd L5 | NARSINGH DEVELOPERS LLP L1 | CHHABINDRA KUMAR PRADHAN L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Note:- (Applicable for all parts/items/):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum / amendments and General conditions of contracts before entry/quoting the rates. SCHEDULE 'A' PART-I (SMC/ GRP PANEL OVERHEAD WATER TANK 01 (ONE) LAKH GALLON CAPACITY WITH STRUCTURAL STEEL STAGING 16 M HEIGHT WITH RCC FOUNDATION) Note :- This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs. 0.00" under Col - 5 signifies this fact only. | |||||||||||
| 1.01 | Design, supply and errect/ construction SMC/ GRP PANEL OVERHEAD WATER TANK 01 (ONE) LAKH GALLON CAPACITY confirming to IS : 14399 (Part-1 & Part-2) : 1996 of Approx size 14 M x 12 M x 3 M (L x W x D) WITH STRUCTURAL STEEL STAGING 16 M HEIGHT WITH RCC FOUNDATION, anchor bolts, base plates and all structural steel items & all necessary civil works as required with all fittings, fixtures etc. complete all as specified.
Note :-
(i) The vetting of design and drawings of all structures shall be got done only from any one of the IITs and the quoted rate shall deemed to be included the cost of the same.
(ii) The provision of GRP PANEL OVERHEAD WATER TANK 01 (ONE) LAKH GALLON CAPACITY mentioned above is deemed to be included in quoted rate of this item.
(iii) The soil investigation shall be carried out through a NABL accredited agency and cost for the same shall be included in quoted rate of this item.
(iv) All structural members shall be treated with two coats of aluminium paint over a coat of red oxide primer and cost for the same shall be included in quoted rate of this item.
(v) Removal of excavted materials n exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point and cost for the same shall be included in quoted rate of this item. | 2 | Each | 2,98,50,000 ₹6.0 Cr | 2,75,00,000 ₹5.5 Cr | 2,17,50,000 ₹4.3 Cr | 2,05,53,750 ₹4.1 Cr | 2,00,00,000 ₹4 Cr | 2,32,99,500 ₹4.7 Cr | 1,75,00,000 ₹3.5 Cr | 2,15,00,000 ₹4.3 Cr |
| 2.00 | Lumpsum price workedout by the tenderer for SITE CLEARENCE, AREA DEVELOPMENT, EARTH WORK AND EXCAVATION as listed in Schedule ‘A’ Part-II. | 1 | Lump-sum | 96,50,000 ₹96.5 L | 93,75,000 ₹93.8 L | 76,53,000 ₹76.5 L | 69,02,000 ₹69.0 L | 93,50,000 ₹93.5 L | 75,00,000 ₹75 L | 47,00,000 ₹47 L | 82,50,000 ₹82.5 L |
| 3.00 | Lumpsum price workedout by the tenderer for ROAD, PATH, HARDSTANDING AND CULVERT as listed in Schedule ‘A’ Part-III. | 1 | Lump-sum | 9,35,00,000 ₹9.3 Cr | 9,64,00,000 ₹9.6 Cr | 11,04,00,000 ₹11.0 Cr | 9,25,68,000 ₹9.3 Cr | 9,00,00,000 ₹9 Cr | 8,99,90,000 ₹9.0 Cr | 8,70,00,000 ₹8.7 Cr | 8,85,00,000 ₹8.8 Cr |
| 4.00 | Lumpsum price workedout by the tenderer for COMPOUND WALL as listed in Schedule ‘A’ Part-IV. | 1 | Lump-sum | 9,85,00,000 ₹9.8 Cr | 10,32,00,000 ₹10.3 Cr | 8,98,00,000 ₹9.0 Cr | 10,37,83,750 ₹10.4 Cr | 10,05,00,000 ₹10.1 Cr | 11,17,80,000 ₹11.2 Cr | 10,08,50,000 ₹10.1 Cr | 10,28,00,000 ₹10.3 Cr |
| 5.00 | Lumpsum price workedout by the tenderer for CHAIN LINK FENCING AND GATE as listed in Schedule ‘A’ Part-V. | 1 | Lump-sum | 74,50,000 ₹74.5 L | 48,00,000 ₹48 L | 64,70,000 ₹64.7 L | 62,72,700 ₹62.7 L | 57,50,000 ₹57.5 L | 63,99,500 ₹64.0 L | 57,00,000 ₹57 L | 59,00,000 ₹59 L |
| 6.00 | Lumpsum price workedout by the tenderer for AREA DRAINAGE as listed in Schedule ‘A’ Part-VI. | 1 | Lump-sum | 18,75,000 ₹18.8 L | 17,25,000 ₹17.3 L | 21,00,000 ₹21 L | 16,49,375 ₹16.5 L | 15,80,000 ₹15.8 L | 16,70,000 ₹16.7 L | 16,00,000 ₹16 L | 19,00,000 ₹19 L |
| 7.00 | Lumpsum price workedout by the tenderer for EXTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-VII. | 1 | Lump-sum | 10,11,500 ₹10.1 L | 86,50,000 ₹86.5 L | 8,53,000 ₹8.5 L | 9,57,145 ₹9.6 L | 9,25,000 ₹9.3 L | 10,85,000 ₹10.8 L | 8,50,000 ₹8.5 L | 9,30,000 ₹9.3 L |
| 8.00 | Lumpsum price workedout by the tenderer for EXTERNAL ELECTRIC SUPPLY as listed in Schedule ‘A’ Part-VIII. | 1 | Lump-sum | 13,85,500 ₹13.9 L | 15,07,000 ₹15.1 L | 16,25,000 ₹16.3 L | 1,85,235 ₹1.9 L | 1,65,000 ₹1.6 L | 13,70,000 ₹13.7 L | 15,50,000 ₹15.5 L | 13,65,000 ₹13.7 L |
| 9.00 | Lumpsum price workedout by the tenderer for DEMOLITION & DISMANTLING as listed in Schedule ‘A’ Part-IX. | 1 | Lump-sum | 7,83,000 ₹7.8 L | 6,03,000 ₹6.0 L | 4,75,000 ₹4.8 L | 5,43,025 ₹5.4 L | 4,65,000 ₹4.7 L | 4,77,500 ₹4.8 L | 4,50,000 ₹4.5 L | 6,50,000 ₹6.5 L |
Tender Value
₹28.3 Cr
EMD Value
₹15 L
Closing Date
7 Oct 2025, 6:00 pmClosed
HQ CHIEF ENGINEER KOLKATA ZONE
HQ CHIEF ENGINEER KOLKATA ZONE MILITARY ENGINEER SERVICES BALLYGUNGE MAIDAN CAMP GURUSADAY ROAD KOLKATA 700019
PROVN OF CENTRAL ENGINEERING SERVICES AT BARRACKPORE UNDER GE BARRACKPORE
2025_MES_728103_1
89108/E8
Open Tender
Civil Works
365 days
BARRACKPORE
As per Tender Documents
9 documents required · 9 mandatory
₹3,000
GE BARRACKPORE
₹15 L
Yes
HQ CHIEF ENGINEER KOLKATA ZONE
16 Dec 2025
28 Aug 2025
14 Oct 2025
28 Aug 2025
7 Oct 2025
25 Sept 2025
4 Sept 2025
Amount
Note:- (Applicable for all parts/items/):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum / amendments and General conditions of contracts before entry/quoting the rates. SCHEDULE 'A' PART-I (SMC/ GRP PANEL OVERHEAD WATER TANK 01 (ONE) LAKH GALLON CAPACITY WITH STRUCTURAL STEEL STAGING 16 M HEIGHT WITH RCC FOUNDATION) Note :- This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs. 0.00" under Col - 5 signifies this fact only.
Lumpsum price workedout by the tenderer for SITE CLEARENCE, AREA DEVELOPMENT, EARTH WORK AND EXCAVATION as listed in Schedule ‘A’ Part-II.
Lumpsum price workedout by the tenderer for ROAD, PATH, HARDSTANDING AND CULVERT as listed in Schedule ‘A’ Part-III.
Lumpsum price workedout by the tenderer for COMPOUND WALL as listed in Schedule ‘A’ Part-IV.
Lumpsum price workedout by the tenderer for CHAIN LINK FENCING AND GATE as listed in Schedule ‘A’ Part-V.
Lumpsum price workedout by the tenderer for AREA DRAINAGE as listed in Schedule ‘A’ Part-VI.
Lumpsum price workedout by the tenderer for EXTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-VII.
Lumpsum price workedout by the tenderer for EXTERNAL ELECTRIC SUPPLY as listed in Schedule ‘A’ Part-VIII.
Lumpsum price workedout by the tenderer for DEMOLITION & DISMANTLING as listed in Schedule ‘A’ Part-IX.
Subtotal of Schedule "A' Part-I to Part-IX
NOTE: Schedule 'A' Part-X (MISC B/R & E/M SERVICES) Note : This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col. 5 siginifies this fact only.
Bringing approved earth (as approved by Garrison Engineer) from sources outside defence land including all cost such as royalty if any, transportation, taxes if any etc. and Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and as directed. Notes : (i) Earth required for the item, shall be supplied by contractor, from out side MOD land of any lead, at his own arrangement. (ii) All cost of procurement of earth including cost of transportation, compaction, royalties, tax etc shall be deemed to be included in the unit rate quoted by the contractor. (iii) With reference to clause 3.6 of MES schedule Part-II on serial page No.21 it is clarified that measurement of the above item shall be of finished embankment / traverse of filled earth after consolidation / compaction and 5% deduction shall be made from measured and calculated volume to allow for increase in bulk. (iv) Total quantity / partial quantity of earth may not be available in Barrackpore area. The contractor shall bring the earth outside area and it is advised to quoted the rate considering availability of soil and its lead involved.
Taking up or down lightening arrestor, grid system alongwith 4 Nos earthing including strips, rods, etc.
S & F convex mirror of 80 cm dia with SS poles of 50-60mm bore (length of poles is 2.00m) fixed with cleats and hooks including nuts, embedded in post holes of size (40cm x 40cm x 60cm) in PCC 1:2:4 Type B1 using 20mm graded aggregate including earth work, etc. complete all as specified and directed.
M & L for outdoor endura floor tiles of size exc 0.11 Sqm but n exc 0.22 Sqm, thickness 9-10mm of set, jointed and pointed in neat cement slurry in floor, laid over and incl 15mm thick cement screed base in CM 1:4, complete all as specified and as directed.
M & L Super Razor Punched Barb Tape (SRPBT) Aluminium base helix concertina coil with 9 numbers SRPBT Aluminium base Horizontal Runner Wire and including necessary GI fixing clips for securing and tied to 'Y' angle iron post and strut laid over boundary wall complete all as specified and as directed with following specifications :- (i) Dia of Coil (unstretched) - 610 mm (ii) 6 Spirals per Running Meter (iii) Weight of each coil with hessian pack - 8.5 Kg (+0.5) (iv) Central Core Wire - Made from 2.60 (+0.5) mm dia G.I High Carbon Wire as per IS - 4454, galvanised as per IS 2629 (v) Razor Punched Strip - comprising of aluminium base with Zinc alloy @ 150 gm/Sqm conforming to ASTM A-792/A-792M and Barb Tape length - 23.50 mm. Flatten Strip Barb Width - 18.60 mm, Barb Spacing - 36.00 mm, Centre Width - 7.40 mm.
Material and Labour for fittings for DI pipe of any description any size.
Supply and laying, jointing and testing of ductile iron pipe 150mm dia Double Flaged Type of class K-7 laid in trenches complete all as specified and as directed.
Supply and laying, jointing and testing of ductile iron pipe 200mm dia Spigot and Socket Type of class K-7 laid in trenches complete all as specified and as directed.
Supply and fixing of polished copper air termination base including four fixinng screw for holding Copper rods of 15 mm dia 1 mtr length ,base should be four way accessible for terminal connection of aluminium strip of 25 x 3.15 mm size and providing support to Air termination rod.rate quoted is including air termination copper rod of size 15 mm dia and 1tr lenth.
Material and labour for fixing of aviation obstruction light of aluminium body LED 6 W on Over head tank at top of tank including base clamp,post lamp cable appx 30 rm and other connected accessories as directed.
Supply and fix Brass Foot Valve conforming to IS 4038, 150 mm (6”) dia.
Supply and fix Cast Iron Air Valves with single air Outlets, conforming to IS 14845 of size 200 mm dia bore and fixing up in Cast Iron Water supply mains of size 200 mm dia.
Supply and fixing Octagonal steel pole of 6 Mtr height, taper type with top dia 70 mm and bottom dia 130 mm factory made with 3 mm thick sheet including base plate of size 200x200x12 mm and 4 Nos bolt of size 20 mm dia and 600 mm length complete with single armed bracket of length 1 Mtr.
Supply installation and testing of analog type time line distribution board of 16 A ,3 pole/230 V with analog time switches for street light having 100 hrs battery backup,1 P module type.
Material and labour for taking down Steel tubular pole, street light fitting and keeping aside the fittings for re using of street light fittings in new pole.
Material and labour for fixing FRLSH cable pvc insulated 3 core 1.5 sqmm for connection of street light from junction box to fittings including jointing clip and other minor connected items required for the same.
Material and labour for taking down cable of any description and any sizes and keeping aside ,cheeking wheather any damage is there ,taking out the bricks and keeping aside after cleaning for re use.Rate quoted is including excavation ,returning filling,removing as required.
Material and labour for re laying cable of any description and any sizes in new route including excavation ,re use of old bricks,returning filling ,removing .Note:Sand is consider seperately for supply and fixing.
Supply, errect, install Solar LED light fittings with Extruded Aluminium Housing corrosion proof, Solar panel (Mono Crystalline Solar PV module) 70 W , LED power 30 W, Lumen/Watt > 125, Solar Charge Controller - MPPT, Battery capacity - Maintenance free Lithium Ferro Phosphate battery 12.8V - 36 Ah, BIS Approved Cells, Inbuilt BMS for Battery Safety & Enhanced battery life, Operating temperature -20 Degree to + 55 Degree, Designed for 2000 life cycle : > 5yrs life, Faster Charging, Maintenance free Backup for 2 days, PIR Motion Sensor for Automatic brightening & dimming, Lumen(LM) >3800lm, LED life time - 50000hrs, Viewing angle - 120°, Charging time - 1 day, Autonomy 2 days, CCT(K) - 5700K, Mounting height 5-6m, Working temp. -10-+55C, Dimension(mm) 1320*382*55, Net weight 19 Kg, including earthwork, PCC foundation as per site requirement and necessary mounting ERW pole of 65 mm dia heavy grade min 4 Mtr long, duly painted with two coats of aluminium paint over a coat of redoxide primer with all accessories, cables complete all as specified and directed.
Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards made up of 2 mm thick aluminium sheet, both faces to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized stainless steel (SS 304) framed work and the frame work shall be fixed on 50 to 100 mm dia stainless steel pole welded with MS base plate of size 100x100x5 mm at the bottom end and fixed the complete board as and where directed. Note : Supply only Stainless steel pipe shall be measured and paid separately.
Supply only of stainless steel pipe (SS 304) complete all as specified.
Subtotal of Schedule "A' Part-X
M P KHAITAN (BID ID -3444904)
D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED (BID ID -3444662)
CHHABINDRA KUMAR PRADHAN (BID ID -3444900)
surendra infrastructure pvt ltd (BID ID -3444920)
LIRA CONSTRUCTIONS PVT LTD (BID ID -3441829)
AMIT ASSOCIATES (BID ID -3440350)
LUMOS INFRA PVT LTD (BID ID -3441424)
Bidder Name
AMIT ASSOCIATES
surendra infrastructure pvt ltd
M P KHAITAN
D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED
LIRA CONSTRUCTIONS PVT LTD
LUMOS INFRA PVT LTD
NARSINGH DEVELOPERS LLP
CHHABINDRA KUMAR PRADHAN
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