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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC VILL HATIBAGAN P O P S JIAGANJ OPP BSNL TELEPHONE EXCHANGE DIST MURSHIDABAD PIN 742123 WEST BENGAL | JIAGANJ | MURSHIDABAD | WEST BENGAL | 742123 | ₹4.0 Cr | L1 | Accepted-AOC Being reasonable |
| 2 | L2₹5.1 Cr+₹1.1 Cr (29.1%)Rejected-Finance | ₹5.1 Cr+₹1.1 Cr (29.1%) | L2 | Rejected-Finance Not being L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Please refer Technical bid evaluation summary |
| Sl No | Description | Qty | Unit | AMR TRADERS L2 | B.B.R.C. INFRASTRUCTURE (P) LTD. L1 |
|---|---|---|---|---|---|
| .01Schedule "A" Part – I to Schedule "A" Part – XII NOTE: Schedule "A" Part – I to Part – XII are prepriced by MES. Bidders shall insert their Lumpsum amount in Green coloured field under Column - 6 only and for Items of Part XIII Bidders shall insert unit Rate of each items of work in Green coloured field under Column - 6 only. | |||||
| 1.00 | Lump Sum price worked out by the contractor for "BUILDINGS & STRUCTURES", for the Lumpsum price inserted by MES as listed in Schedule 'A' Part - I | 1 | Each Job | 2,25,50,700 ₹2,25,50,700 | 1,39,00,000 ₹1,39,00,000 Lowest |
| 2.00 | Price worked out by the contractor for "EARTH WORK AND SITE CLEARANCE ", against the price inserted by MES as listed in Schedule 'A' Part - II | 1 | Each Job | 5,36,500 ₹5,36,500 | 4,20,000 ₹4,20,000 Lowest |
| 3.00 | Price worked out by the contractor for "PILE FOUNDATION", against the price inserted by MES as listed in Schedule 'A' Part - III | 1 | Each Job | 1,55,67,870 ₹1,55,67,870 | 1,07,00,000 ₹1,07,00,000 Lowest |
| 4.00 | Price worked out by the contractor for "INTERNAL WATER SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - IV | 1 | Each Job | 4,65,750 ₹4,65,750 | 2,95,000 ₹2,95,000 Lowest |
| 5.00 | Price worked out by the contractor for "INTERNAL ELECTRIC SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - V | 1 | Each Job | 18,43,750 ₹18,43,750 | 13,90,000 ₹13,90,000 Lowest |
| 6.00 | Price worked out by the contractor for "HOT WATER SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - VI | 1 | Each Job | 2,15,750 ₹2,15,750 | 1,50,000 ₹1,50,000 Lowest |
| 7.00 | Price worked out by the contractor for "TELEPHONE / LAN / TV CONDUIT", against the price inserted by MES as listed in Schedule 'A' Part - VII | 1 | Each Job | 19,750 ₹19,750 Lowest | 20,000 ₹20,000 |
| 8.00 | Price worked out by the contractor for "EXTERNAL WATER SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - VIII | 1 | Each Job | 1,64,500 ₹1,64,500 | 80,000 ₹80,000 Lowest |
| 9.00 | Price worked out by the contractor for "EXTERNAL ELECTRIC SUPPLY ", against the price inserted by MES as listed in Schedule 'A' Part - IX | 1 | Each Job | 2,45,750 ₹2,45,750 | 1,25,000 ₹1,25,000 Lowest |
Tender Value
₹4.6 Cr
EMD Value
₹5.3 L
Closing Date
8 Sept 2025, 6:00 pmClosed
Chief Engineer (CG) Visakhapatnam
Office of HQ Chief Engineer (CG), Near Varma Complex, Muralinagar, Visakhapatnam-530007
PROVN OF DEFICIENT MD ACCN FOR SERVICE AND CIVILIAN PERSONNEL AT SSB KOLKATA
2025_MES_722331_1
80226/CE(CG)/E8
Open Tender
Civil Works
Lump-sum
Kolkata
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
GE (I) (CGN) Kolkata
₹5.3 L
6 Nov 2025
25 Jul 2025
15 Sept 2025
25 Jul 2025
8 Sept 2025
25 Aug 2025
Amount
Schedule "A" Part – I to Schedule "A" Part – XII NOTE: Schedule "A" Part – I to Part – XII are prepriced by MES. Bidders shall insert their Lumpsum amount in Green coloured field under Column - 6 only and for Items of Part XIII Bidders shall insert unit Rate of each items of work in Green coloured field under Column - 6 only.
Lump Sum price worked out by the contractor for "BUILDINGS & STRUCTURES", for the Lumpsum price inserted by MES as listed in Schedule 'A' Part - I
Price worked out by the contractor for "EARTH WORK AND SITE CLEARANCE ", against the price inserted by MES as listed in Schedule 'A' Part - II
Price worked out by the contractor for "PILE FOUNDATION", against the price inserted by MES as listed in Schedule 'A' Part - III
Price worked out by the contractor for "INTERNAL WATER SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - IV
Price worked out by the contractor for "INTERNAL ELECTRIC SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - V
Price worked out by the contractor for "HOT WATER SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - VI
Price worked out by the contractor for "TELEPHONE / LAN / TV CONDUIT", against the price inserted by MES as listed in Schedule 'A' Part - VII
Price worked out by the contractor for "EXTERNAL WATER SUPPLY", against the price inserted by MES as listed in Schedule 'A' Part - VIII
Price worked out by the contractor for "EXTERNAL ELECTRIC SUPPLY ", against the price inserted by MES as listed in Schedule 'A' Part - IX
Price worked out by the contractor for "SEWAGE DISPOSAL", against the price inserted by MES as listed in Schedule 'A' Part - X
Price worked out by the contractor for "FOOT PATH ", against the price inserted by MES as listed in Schedule 'A' Part - XI
Price worked out by the contractor for "RETAINING WALL", against the price inserted by MES as listed in Schedule 'A' Part - XII
Schedule "A" Part - XIII [Miscellaneous Items]
PILE FOUNDATION
Boring for Bored cast in situ 500 mm dia piles up to 20 metres in Soft / loose soils using DMC method (Direct mud circulation) and getting out and disposal of spoil to a place of out side of MD land, all as specified and directed by Engineer- in - Charge
Chipping out Pile upto Cut off level including initial load disposal upto a distance of 50 metres, all as specified and directed.
Carrying out initial load testing on 500mm dia piles of following test all as per IS complete all as specified and as directed including necessary anchoring and support piles of suitable load/size to be casted as required. (a) Compression test
(b) Pull out test
(c) Lateral test
Carrying out routine load testing on 500mm dia piles of following test all as per IS complete all as specified and as directed. (a) Compression test
(b) Pull out test
(c) Lateral test
INTERNAL WATER SUPPLY
S&F two way bib cock 15mm bore with flung cast copper alloy chromium plated fancy type screwed for iron popes brass ferrule etc. complete all as specified and as directed.
S&F Wall mixer CP 15mm dia for mixing hot and cold water screwed down for iron pipe and fixed to wall, complete all as specified and as directed.
INTERNAL ELECTRIFICATION
M&L for GI bracket made out of Galvanized Iron tubing 25mm bore "light grade" to the required shape,1.2m long fixed with 02 Sets of flat iron clam of size 25mm x 5mm, bolts, nuts and washers of suitable size, with and including applying two coats of synthetic enamel paint (approved shade/colour) over a coat of red oxide primer, complete all as specified and as directed.
S&F modular blank plate in lieu of Piano Switches, Sockets, MCB etc.,
S&F LED bulb 9 Watt lumen not less than 900 Lumen complete all as specified and directed
Supply and commissioning of integrate and maintain the smart meter (Single Phase Meter) latest as per BIS 16444 with communication technology including GPRS/RF Mesh or Canopy/ Hubrid (RF+GPRS)/ any other advanced technology as per CEA/TRAI regulations, having current range 10-60 Amps 240 Volts accuracy class 1.0 with inbuilt control switches, complete all as specified and directed
Supply and commissioning of integrate and maintain the smart meter (Three Phase Meter) latest as per BIS 16444 with communication technology including GPRS/RF Mesh or Canopy/ Hubrid (RF+GPRS)/ any other advanced technology as per CEA/TRAI regulations, having current range 10-60 Amps 240 Volts accuracy class 1.0 with inbuilt control switches, complete all as specified and directed
Earthing complete with Galvanized steel earth plate electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of plate not less than 1.50 m below normal ground level connected to 4mm GI wire by means of nuts, bolts, check nuts and washers made of GI and GI pipe 15 mm "Medium Grade" for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the plate by means of GI Bolts & Nuts complete all as per Electrical plate No. 3 of SSR Part – I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified and directed.
TELEPHONE /LAN/ TV
Supply and fix TV socket outlet 1 module, complete all as specified and directed.
Supply and fix Cable TV splitter 4 way O/G with 1-way I/C complete including mounting inside PVC box of suitable size flushed to wall, complete all as specified and directed.
M&L for coaxial TV cables with electrolytic grade solid bare copper conductor, gas injected physical polyethylene foam insulation, with laminated aluminium tape and AI wire braid, jelley flooded and PVC jacketing in black colour drawn in conduit and connecting and testing complete for RG-59 Cable, complete all as specified and directed.
M&L telephone jack RJ 11 Single with shutter for telephone and intercom connection including taking down old unserviceable one, complete all as specified and directed.
M&L for telephone cables with high density polyethylene insulated, solid annealed high conductivity bare copper with DIA 0.5mm paired polyester taped and sheathed with high oxygen index fire retardant PVC compound, generally confirming to ITD specifications G/WIR-06/02 My 94 of 1-pair drawn through PVC conduit and connecting and testing, as in repairs, complete all as specified and directed.
Supply and fix telephone cable distribution junction box 8 way water proof 100 x 100 x 80mm size, complete all as specified and directed.
EXTERNAL WATER SUPPLY Taking down existing GI pipes of any size and in any type from storage water tank of the existing main line connected on the roof top, complete all as specified and directed
EXTERNAL ELECTRIC SUPPLY
M&L for boring of holes under road, pavement, hardstanding by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150mmm dia suitable for 0.4 Mpa working pressure and making good to the disturbed surface as per existing, complete all as specified and as directed.
S&F FRP made Cable junction box of size 300mm x 200mm x 125 mm, IP 66/ IP 69, halogen free and weather proof for outdoor installation of street lights, complete with inbuilt company terminals suitable for cable size 25/16/10/6 sqmm 4 core, connection of cables etc., complete including supply & fixing of M.S flat iron clamps of suitable size all as specified and as directed by Engineer-in-Charge.
M&L for GI brackets for LED street lights, made out of Galvanised Iron tubing 40mm bore "light grade" to the required shape,1.5m long fixed with 02 Sets of flat iron clam of size 25mm x 5mm, bolts, nuts and washers of suitable size, with and including applying two coats of synthetic enamel paint (approved shade/colour) over a coat of red oxide primer, complete all as specified and as directed.
SEWAGE DISPOSAL
M&L for RCC Septic tank conventional designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls, Base slab, Baffle walls and Roof slab including beams etc. with Vent shaft , manhole openings with cover connection etc., complete for 50 users, complete all as shown in drawings and all as specified and as directed.
M&L for RCC Septic tank conventional designed to carry sewage and sludge water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls, Base slab, Baffle walls and Roof slab including beams etc. with Vent shaft , manhole openings with cover connection etc., complete for 25 users, complete all as shown in drawings and all as specified and as directed.
M&L for Soakage wells excavation 1.80 M dia X 3.00 M effective depth, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonry in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size. complete all as shown in drawings and all as specified and as directed.
AMR TRADERS (BID ID -3413247)
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