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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹46.7 L−₹5.0 L (9.66%)Accepted-AOC | H3 | Accepted-AOC Contract awarded to M/s SS Enterprises being lowest bidder | |
| 2 | H1₹51.8 LRejected-Finance | H1 | Rejected-Finance Higher rate quoted then H3 | |
| 3 | H2₹51.5 L−₹25,486.25 (0.49%)Rejected-Finance ANURAGPUR PO PANAGARH BAZAR DIST BURDWAN WEST BENGAL 713 148 | PANAGARH BAZAR | BURDWAN | WEST BENGAL | 713148 | H2 | Rejected-Finance Higher rate quoted then H3 |
| Sl No | Description | Qty | Unit | S S ENTERPRISE H3 | UNIQUE ENTERPRISE H2 | JK TRADING H1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. | 935 | Cum | 520 ₹4,86,200 Lowest | 530 ₹4,95,550 | 530 ₹4,95,550 |
| 2.00 | Excavating in post holes ( or similar holes) each n.exc 0.5 cum getting out , and removing surplus soil to a distance n.exc 50m and making good surface, in soft/loose soil. | 30 | Each | 200 ₹6,000 | 180 ₹5,400 Lowest | 180 ₹5,400 Lowest |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/loose soil.complete all as specified and as directed by Engr-in-Charge. | 500.5 | Cum | 52 ₹26,026 Lowest | 55 ₹27,527.5 | 55 ₹27,527.5 |
| 4.00 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed by Engr-in-Charge. | 434.5 | Cum | 98 ₹42,581 Lowest | 120 ₹52,140 | 105 ₹45,622.5 |
| 5.00 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge. | 3 | Cum | 1,400 ₹4,200 Lowest | 1,450 ₹4,350 | 1,500 ₹4,500 |
| 6.00 | M & L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface as specified and directed. | 20 | Cum | 3,000 ₹60,000 | 2,800 ₹56,000 Lowest | 2,800 ₹56,000 Lowest |
| 7.00 | M&L for PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate, in foundations, filling and mass concrete complete all as spcified. | 18.25 | Cum | 6,500 ₹1,18,625 | 6,200 ₹1,13,150 | 5,900 ₹1,07,675 Lowest |
| 8.00 | M&L for PCC in foundation filling and mass concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) complete all as specified and directed by Engr-in-Charge. | 1.5 | Cum | 5,500 ₹8,250 | 5,800 ₹8,700 | 5,400 ₹8,100 Lowest |
| 9.00 | M&L for RCC design Mix M-25 using 20mm graded crushed stone aggregate as in foundations, including rafts,footings, foundation beams;plinth beams; bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge. | 3.75 | Cum | 7,500 ₹28,125 | 7,300 ₹27,375 Lowest | 7,500 ₹28,125 |
| 10.00 | M&L for M-25 Design mix using 20mm 20mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge. | 5 | Cum | 7,500 ₹37,500 | 7,320 ₹36,600 Lowest | 7,500 ₹37,500 |
Tender Value
₹45.6 L
EMD Value
₹91,300
Closing Date
12 Dec 2025, 6:00 pmClosed
GE PANAGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per tender documents
2025_MES_741082_1
8500-476/E8
Open Tender
Civil Works
Works
180 days
PANAGARH
All as per BOQ
6 documents required · 6 mandatory
₹500
GE Panagarh
₹91,300
16 Jan 2026
22 Nov 2025
13 Dec 2025
22 Nov 2025
12 Dec 2025
6 Dec 2025
Amount
Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding.
Excavating in post holes ( or similar holes) each n.exc 0.5 cum getting out , and removing surplus soil to a distance n.exc 50m and making good surface, in soft/loose soil.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/loose soil.complete all as specified and as directed by Engr-in-Charge.
Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed by Engr-in-Charge.
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge.
M & L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface as specified and directed.
M&L for PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate, in foundations, filling and mass concrete complete all as spcified.
M&L for PCC in foundation filling and mass concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) complete all as specified and directed by Engr-in-Charge.
M&L for RCC design Mix M-25 using 20mm graded crushed stone aggregate as in foundations, including rafts,footings, foundation beams;plinth beams; bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge.
M&L for M-25 Design mix using 20mm 20mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge.
M&L for design Mix M-25 using 20mm 20mm graded crushed stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engr-in-Charge.
M&L for Providing precast cement concrete type B-0 1:2:4 with (using 12.5 mm 20mm graded crushed stone aggregate ) louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame, set in CM 1:4 complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:2:4 type B1 (20mm 20mm graded crushed stone aggregate ) as in coping including use and removal of necessary formwork all as specified and directed by Engr-in-Charge.
M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter
M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface of concrete Complete all as specified and directed.
M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for fair finished surface of concrete, complete all as specified and directed.
Material and labour for mild steel TMT bar 10mm dia over cut to length bent to shape required including cranking bending spirally for hooping for columns, hooping end binding with mild steel wire not less than 0.9 mm all as specified.
S&F TMT reinforcement bar, conforming to Fe-500, 5mm dia and upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as binding with and including mild steel wire (Annealed) not less than 0.9mm dia or securing with clips all as specified.
S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing (FE 410-W-Gde-250A) complete all as specified and directed by Engr-in-Charge.
S&F rolled mild steel in plates channel (plain or chequred) square cut or notched (ordinary and counter shunk)forming holes, withpout any attachment of quality FE 410-W (Gde-E-250)quality-B complete all as specified and directed.
S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc Fe-410- W(Gde- E-250) quality-B. complete all as specified and directed.
S&F mild steel for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe-410- W(Gde- E-250) quality-B complete all as specified and directed
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated of any profile steel sheet corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified up to anyheight including all necessary scaffolding and safety measures complete all as specified and directed
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated plain steel sheet as per IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in ridge/ valley/ gutter fixed with self tapping screws as specified any height Mtr height including all necessary scaffolding and safety measures complete all as specified and directed
M&L for brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed by Engr-in-Charge.
M&L for brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed by Engr-in-Charge.
M&L for Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even, as per manufacturer's instruction, complete all as specified and directed.
M&L Preparation of newly plastered surfaces of wall and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior alkali resistance primer applied @ 0.90 litre/ 10 sqm over wall care putty new surfaces. on external surface as directed by Engineer-in-charge
M&L for preparing of new steel & iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enameled paint over a coat of Red oxide zinc chrome primer zinc chrome complete all as specified and as directed.
S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or in weep holes etc complete all as specified and as directed by Engr-in-Charge.
Taking down/out unserviceable UG Cables of any Cross Sectional Area and Connections including Bricks, GI Pipes, etc. of any descriptions, laid in Trenches and/or fixing with Walls/Poles including Segregating of Serviceable Materials viz Bricks, Cables, GI Pipes, etc. and keep in Safe custody for re-use, complete all as specified and as directed
Laying only in trenches or passing through pipe, XLPE insulated, heavy duty, galvanised steel strip or wire armoured electric LT cable with stranded aluminium conductor for 1100 volts grade cross sectional area 10 sqmm 4 core. Note : Cable will be issued under Sch B free for laying only
All as per Item Sl No.32.00 here-in-before but of size 16 Sqmm 4 Core. Note : Cable will be issued under Sch B free for laying only
All as per Item Sl No. 32.00 here-in-before but of size 25 Sqmm 3.5 Core. Note : Cable will be issued under Sch B free for laying only
All as per Item Sl No. 32.00 here-in-before but of size 50 Sqmm 3.5 Core. Note : Cable will be issued under Sch B free for laying only
All as per Item Sl No. 32.00 here-in-before but of size 70 Sqmm 3.5 Core. Note : Cable will be issued under Sch B free for laying only
All as per Item Sl No. 32.00 here-in-before but of size 95 Sqmm 3.5 Core. Note : Cable will be issued under Sch B free for laying only
Re-Laying/Fixing or Passing through Pipe, XLPE insulated, Armoured, Electric Power UG Cable with Aluminium Conductor, 1100 Volt Grade, Nominal Cross-Sectional Area 10 Sqmm 4 Core including Brass Compression Cable Gland, Terminal Lug, etc. complete all as specified and as directed.
All as per Item No. 38.00 here-in-before, but Nominal Cross-Sectional Area 16 Sqmm 4 Core.
All as per Item No. 38.00 here-in-before, but Nominal Cross-Sectional Area 25 Sqmm 3½ Core.
All as per Item No. 38.00 here-in-before, but Nominal Cross-Sectional Area 50 Sqmm 3½ Core.
All as per Item No. 38.00 here-in-before, but Nominal Cross-Sectional Area 70 Sqmm 3½ Core.
M&L Sand Cushioning (dry) in trenches for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 230mm Spread thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed. (NOTE : For the purpose of Payment, Punned thick-ness of Sand Cushioning only shall be Measured and Paid )
Supply and laying well burnt Bricks , locally available best quality (sub class "B" bricks) laid in trenches perpandicular to U/G cable for cable protection complete all as specified.
S & F 50 mm High density polyethylene pipe (HDPE) of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc. complete all as specified and directed .
S&F Galvanised Iron Pipe 80mm Bore (dia) ‘Light Grade’ for protection of UG Cable, laid in Floors/ Road Crossing, fixing to Pole with Mild Steel Clamps, Nuts, Bolts, etc., complete all as specified and as directed.
S&F Galvanised Iron Pipe 50mm Bore (dia) ‘Light Grade’ for protection of UG Cable, laid in Floors/ Road Crossing, fixing to Pole with Mild Steel Clamps, Nuts, Bolts, etc., complete all as specified and as directed.
S&F Galvanised Iron Pipe 100mm Bore (dia) ‘Light Grade’ for protection of UG Cable, laid in Floors/ Road Crossing, fixing to Pole with Mild Steel Clamps, Nuts, Bolts, etc., complete all as specified and as directed.
Labour only for Horizontal Boring for Passing Protection Pipe up to 80mm Bore (dia), under Road /Foot Path, not exc. 10.00 mtr in a Single Length, complete all as specified and as directed. Note : Pipe to be measured separately.
M&L for straight through joint (heat shrinkable) complete suitable for LT 1100 Volt aluminium conductor cable of size3.5/4 x 10-16 sqmm and testing after jointing of following sizes of cables. Note Payment will be released only after submission of PV anf test certificate
M&L for straight through joint (heat shrinkable) complete suitable for LT 1100 Volt aluminium conductor cable of size3.5/4 x 25-50 sqmm and testing after jointing of following sizes of cables, Note Payment will be released only after submission of PV anf test certificate
M&L for straight through joint (heat shrinkable) complete suitable for LT 1100 Volt aluminium conductor cable of size3.5 x 70-150 sqmm and testing after jointing of following sizes of cables. Note Payment will be released only after submission of PV anf test certificate
Supplying and fixing double wall corrugated (DWC) pipe complete with all fittings of 25 mm bore dia, laid in trenches / under roads, fixed to poles/ walls with Mild steel clamps , bolts , nuts and washers as in cable protection complete all as specified and directed.
Supplying and fixing double wall corrugated (DWC) pipe complete with all fittings of 40 mm bore dia, laid in trenches / under roads, fixed to poles/ walls with Mild steel clamps , bolts , nuts and washers as in cable protection complete all as specified and directed.
Supplying and fixing double wall corrugated (DWC) pipe complete with all fittings of 50 mm bore dia, laid in trenches / under roads, fixed to poles/ walls with Mild steel clamps , bolts , nuts and washers as in cable protection complete all as specified and directed.
Supplying and fixing double wall corrugated (DWC) pipe complete with all fittings of 100 mm bore dia, laid in trenches / under roads, fixed to poles/ walls with Mild steel clamps , bolts , nuts and washers as in cable protection complete all as specified and directed.
Material and labour for earthing complete with Galvanised steel earth plate electrode 600x600x6 mm mm buried directly in ground (Earth pit not less than 2.25m below ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to GI strip 32x6 mm as earth lead by means of bolt, nuts, check nuts and washers of galvanised iron or steel, upto 7.5m length, earth strip protected by and including 40 mm dia GI pipe (light grade) and connected to main test point or body of pole/pannel or lightening arrester of main controlling switch as directed including concrete pit in PCC (1:3:6) type C1 , Precast RCC (1:2:4) Type B1 cover slab of size 54x54x5 cm reinforced with 8 mm dia TMT bars @ 100 mm C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab, funnel, wire mesh, 20 mm bore GI Pipe (Medium Grade) for watering, Charcoal and salt in alternate layers of 15 cm (Compacted Thickness) around the earth electrode including necessary excavation, earth work in any type of soil and disposal of spoil to a distance n.exc 50 m and necessary testing complete all as shown in Electrical Plate No 3 of SSR Part-I. NOTE : 1. The unit rare includes for protectionh GI pipe of 40mm and watering pipe of 20mm bore including excavation for earth pit in any type of soil/disintegrate rock. 2. Contractor has to bring agriculture soil from outside of defence land and fill in earth pit to acheive desired result as the soil resisitivity is very high. 3. The cost of GI strip of 32x6mm including protection pipe, from top of earth plate upto 7.5 meter above/below ground level is deemed to be included in the unit rate. 4. All the joints in GI strip and connectgion with earth plate to be welded through brazing and in addition by providing double brass nut bolt and washer. 5.Costing of welding and nut bolts are deemed to be included in the unit rate
Isolate, disconnect, dismantle the burnt out lugs from main switches/MCCB/ACB/Breakers and Supply and fix new lugs with crimping tool as per existing one including fixing, insulation, termination to main switches/MCCB/ACB/Breakers for the following sizes of cables complete al as directed by Engr-in-Charge.
06 sqmm to 16 sqmm
25 sqmm to 50 sqmm
70 sqmm to 95 sqmm
120 sqmm to 240 sqmm
M & L for mild steel nuts, bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5 cm long and diameter of neck 5 to 10 mm, complete all as specified and directed.
M&L for preparation of existing surface of LT Panel/feeder pillar box by srapping down peeled off old paint, cleaning etc of any size and applying Two coat of Siemens Grey Paint by using spray machine and Black paint on Angle Iron over a coat of red oxide primer complete all as specified and directed by Engr in Charge. Note:- Only external portion shall be painted.
Supply and Fix Metal cable route indicator of height 750 mm MS Flat of 40 mm x 4 mm with Circular 100 mm diameter MS Sheet of minimun thickness 3 mm duly engraved " LT CABLE" including Aluminium paint over it and to be fixed 150 mm below ground level with PCC (1:3:6) (40 mm aggregate) of size 250x250x300 mm all as directed by Engr-in-Charge.
Dismantling existing LT panels of any type, any size carefully for reuse including necessary excavation demolition of concrete,disconnecting of earthing,cable, taking out burn out lugs,MCCBs,bus bars,insulators and other connected works ,surface levelling etc. and reinstall the LT panels after repair/replacement of burn out lugs,MCCBs,bus bars,insulators, wiring etc including re-connection of earthing,cables with new foundation of panels, brick works,PCC works etc complete including testing all as specified and as directed by Engr-in-charge.(NOTE : Earth Work,brick works, foundation work, PCC, lugs, switch gear, metering devices, bus bar,insulators, cable for wiring etc will be Measured and Paid separately under relevant Items as supply only).
Supply only the followings ( to be incorporated against Item No 62.00 only)
Al Busbar rating as required Amps including making Holes for connections and colour coding as per existing busbar i
Single core stranded Copper conductor FRLS of size 16 sqmm including copper lugs at both ends
Single core stranded Copper conductor FRLS of size 10 sqmm including copper lugs at both ends
S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete.
M & L for cross arms , bracing, supports , clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding bending cold or hot drilling holes for bolts in any shape or size as directed inclusive of 2 coats of aluminium paint over a coat of red oxide primer, complete all as specified and as directed.
Taking down/dismantling of unserviceable LT panels complete all as specified and directed by Engineer-in-Charge.
Supply,designing ,install, testing & commission 3 phase and neutral, 415 volts outdoor type, CPRI type tested having certification of IEC-61439 , factory made , dust and vermin proof, cubical type LT panel of size 1.20m x 0.45m x 1.20m, with canopy fabricated from 3.00 mm thick CRCA sheet for outer shell and 2 mm thick for non load bearing with angle iron frame of 50 x 50 x 6 mm, double door, front and back openable type, double door system, hinged opening, rubber lining, locking arrangement, with anticorrosive coating and finally epoxy polyester power coating with pure polyster Siemens grey structural RAL-7032 shade, protection class IP-66 fully compartmentalize design with 4 Nos of bus bar made of aluminium, 400 Amps rated (electrical grade aluminium complying with the requirements of latest BIS, colour coded), busbar extensions for cable connections of electrolytic grade . The busbars and Interconnecting links shall be insulated with heat shrinkable PVC sleeve with RYB & black colour coding. The bus bars shall be supported on unbreakable, non-hygroscopic SMC insulated pre-wired with suitable size of copper strip/copper wire with colour code for connecting out going MCCB/MCB's, including suitable aluminium earth strips conforming to IS with danger notice plate, necessary cable glands, cable connection with proper lugs, making electrical connection and circuit wiring for street light auto ON/OFF control timer by using desired electrical parameters PCC foundation and pedestal for fixing pillar feeder box/LT Panel with PCC 1:3:6, 15 cm thick in foundation, brick (Fly ash) / PCC block work in CM 1:6, rendering 1:6 on exposed surface and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grounting bolts etc for panel. The platform shall be of 450 mm height above ground level all as specified with supply and fixing the following accessories including taking out the existing one :
UNIQUE ENTERPRISE (BID ID -3502881)
S S ENTERPRISE (BID ID -3502864)
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