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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹46.0 L−₹3.9 L (7.80%)Accepted-AOC 26M NEEM SARAI DHOOMANGANJ PRAYAGRAJ 211011 | PRAYAGRAJ | UTTAR PRADESH | 211011 | H3 | Accepted-AOC Contract awarded to M/s Bharat Construction being lowest bidder | |
| 2 | H1₹49.9 LRejected-Finance MONIRAMPUR DASPARA P O BARRACKPORE | BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | 743101 | H1 | Rejected-Finance HIGHER RATE QUOTED THAN LI | |
| 3 | H2₹47.7 L−₹2.1 L (4.31%)Rejected-Finance | H2 | Rejected-Finance HIGHER RATE QUOTED THAN LI | |
| 4 | Rejected-Technical | - | Rejected-Technical Documents submitted are post dated and no in terms of NIT. |
| Sl No | Description | Qty | Unit | M/S MODERN CONSTRUCTION H1 | KAZI SAHABUL ALAM H2 | BHARAT CONSTRUCTION H3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for work complete all as spd and directed. | 36.96 | Cum | 525 ₹19,404 | 500 ₹18,480 | 476 ₹17,592.96 Lowest |
| 2.00 | Surface dressing n.exc (Not exceeding) 15 cm deep and getting out soft/loose soil complete all as spd and directed. | 19 | Sqm | 35 ₹665 | 32 ₹608 | 29 ₹551 Lowest |
| 3.00 | Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed. | 76.35 | Cum | 280 ₹21,378 | 260 ₹19,851 | 258 ₹19,698.3 Lowest |
| 4.00 | 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. | 132.07 | Cum | 292 ₹38,564.44 | 280 ₹36,979.6 | 272 ₹35,923.04 Lowest |
| 5.00 | Excavation in post holes (or similar holes) each n.exc 0.5 cum getting out, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/loose soil complete all as specified and directed. | 107 | Each | 265 ₹28,355 | 260 ₹27,820 | 225 ₹24,075 Lowest |
| 6.00 | M&L for Kankar or laterite,with mix of fly ash ,clinker & stone dust in the proportion of 1:3:6 ( i.e. 10% fly ash,30% clinker & 60% stone dust ) laying in layers n.exc 100mm thick ,watering ,ramming and compacted complete all as directed by Engg-in-charge . | 52.4 | Cum | 1,400 ₹73,360 | 1,350 ₹70,740 | 1,310 ₹68,644 Lowest |
| 7.00 | M & L for sand filling under floors or in foundation including watering and consolidation. | 13.52 | Cum | 2,200 ₹29,744 | 2,100 ₹28,392 | 2,000 ₹27,040 Lowest |
| 8.00 | Moorum/red bajri/clinker filling in floors or pavings, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as spd and directed | 37 | Cum | 1,365 ₹50,505 | 1,340 ₹49,580 | 1,310 ₹48,470 Lowest |
| 9.00 | M&L for broken stone or boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed | 54.35 | Cum | 2,800 ₹1,52,180 | 2,760 ₹1,50,006 | 2,725 ₹1,48,103.75 Lowest |
| 10.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose complete all as specified and directed | 40.92 | Cum | 125 ₹5,115 | 120 ₹4,910.4 | 100 ₹4,092 Lowest |
Tender Value
₹46.1 L
EMD Value
₹92,200
Closing Date
1 Aug 2025, 6:00 pmClosed
GE PANAGARH
Garrison Engineer Panagarh, Military Engineer Service, PO- Panagarh, Distt-Burdwan, WB-713420
All as per BOQ
2025_MES_718679_1
8500-362/E8
Open Tender
Civil Works
Works
180 days
PANAGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE PANAGARH
₹92,200
22 Sept 2025
5 Jul 2025
2 Aug 2025
5 Jul 2025
1 Aug 2025
18 Jul 2025
Amount
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for work complete all as spd and directed.
Surface dressing n.exc (Not exceeding) 15 cm deep and getting out soft/loose soil complete all as spd and directed.
Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed.
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.
Excavation in post holes (or similar holes) each n.exc 0.5 cum getting out, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/loose soil complete all as specified and directed.
M&L for Kankar or laterite,with mix of fly ash ,clinker & stone dust in the proportion of 1:3:6 ( i.e. 10% fly ash,30% clinker & 60% stone dust ) laying in layers n.exc 100mm thick ,watering ,ramming and compacted complete all as directed by Engg-in-charge .
M & L for sand filling under floors or in foundation including watering and consolidation.
Moorum/red bajri/clinker filling in floors or pavings, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as spd and directed
M&L for broken stone or boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose complete all as specified and directed
Removing surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed
M&L for PCC in foundation filling and mass concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregates) as in bed concrete for foundation filling & mass concrete complete all as specified and directed.
M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc. and mass concrete etc complete all as directed.
M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) in columns, pillars, piers, etc complete all as specified and directed.
M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M & L for reinforced cement concrete (Design Mix) M-25 (20mm graded stone aggregate) as Chajjas complete all as spd and directed.
M&L for cement concrete type B-1 1:2:4 (using 20mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges complete all as specified and directed.
M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Ditto but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.
M & L for formwork 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 for rough finished surfaces of concrete complete all as specified and directed.
M & L for formwork for rough finished surface of concrete (flat surface) to sides of pillars, posts, struts, piers, columns, and stanchions for fair finished surfaces of concrete complete all as specified and directed.
M & L for Formwork 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 surfaces of concrete complete all as specified and directed
M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work for rough finished surface, not exceeding 200m thick (Horizontal or sloping) complete all as specified and directed
M&L for Formwork to chullah hoods, chajjas, troughs and similar items including edges for rough finished flat surface complete all as specified and directed.
S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates (Fe 410-W (Gde -E-250) quality A complete all as spd 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) includingdistance pieces, cleats etc Fe-290 (Gde E-165)
S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde E- 250) quality A complete all as spd and directed.
S & F for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts complete all as spd and directed.
8. S & F mild steel screws bolts 5 to 10cm dia (machine made) with hexagonal or square heads at one end and screw the other or screwed both end to be fitted with wahsers and on hexagonal or square n.exc 5 cm long complete all as spd and directed.
M&L for framed work such as grills etc with ends of bars shouldered nd or riveed or forged into spike, framed guard bars and similar work conforming to Fe 290 Gde-E-165 complete all as specified and directed.
M&L for brickwork with old size fly ash bricks straight or curved on plan to any radius built in CM 1:6 complete all as specified and directed.
M & L for brickwork with fly ash old sized bricks, straight or curved on plan exc 6 m mean radius, built in CM 1:4.
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.
Taking down cement plaster of any description from brick wall surfaces etc including racking out joints and hacking for key, scrubbing down with water etc complete all as directed.
M&L for Rendering 15 mm thick in Cement Mortar 1:4 finishing fair and even with approved water proofing compound (if ordered) as per manufacturing instraction complete all as specified and as directed. (Note:- WPC will be measured and paid separately)
M&L Rendering 15 mm thick cement plaster in CM 1:6 on other than fair faces of brick/concrete work surfaces finished fair and even complete all as specified and directed..
M&L for rendering 5mm thick on fair faces of ceiling / chajja concrete surfaces in cement mortar 1:3 finished fair and even complete all as specified and directed.
Supply only liquid Water proofing compound complete all as specified and directed.
M&L for grading roof in cement mortar 1:3, 25mm thick in edge and 50mm thick in ridge including necessary curing complete all as specified in SSR Part I clause No 11.42.2
M & L for providing water proofing treatment with a layer of APP based polymeric membrane, 3 mm thick (minimum), weighing not less than 3.60 kg/Sqm reinforced with polymer non woven fabric (weighing not less than 160 gm/ Sqm) shall be applied over and including one coat of cold bituminious primer @ 0.40 ltr/ Sqm ( membrane shall be laid using butane torch and sealing all joints etc, complete all as specified and directed .( Note: The overlaps shall be of minimum 75 mm on longitudinal direction and 100 mm on transverse direction) complete all as specified and directed.
M&L for one coat of aluminium paint over APP membrane complete all as specified and directed.
Taking down chowkhat or frame with shutters n.exe 1.50 Sqm (without taking of shutter from frame ) each complete all as specified and directed.
Taking down chowkhat or frame with shutters exe 1.50 Sqm and not 4 sqm (without taking of shutter from frame) each complete all as specified and directed
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 to Fe 290 Gde-E-165 complete all as specified and directed.
S & F 1mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws,clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed.
S&F for Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasketetc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including Aluminium snap beading for glazing/ paneling, all complete as per architectural drawings and the directions of Engineer-in-Charge.
S&F for Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-Charge.
M&L sheet glass 4.8 mm thick ordinary quality and glazing with oil putty and pin in square n. exc 0.50 sqm in each pan complete as directed.
M&L for 4mm thick figured glass, pin head type and glazing with oil putty or with brass screws in square n.exc 0.50 sqm in each pan for bathrooms/toilets ventilators complete as directed.
S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned stacks or galvanised wire staples, complete all as specified and as directed.
M & L for PCC (1:2:4) 100 mm thick Type B1 using 20 mm graded aggregate used as in floor/pavings and finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed.
M & L for 100 mm thick Cement concrete type C-2, 1:3:6 (using 40mm graded aggregate) as in sub base, sub floors etc complete all as specified and as directed.
M & L for 100 mm thick Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in sub base, sub floors etc complete all as specified and as directed.
M&L cement concrete type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) 25 mm thick as in levelling of floor for receiving screed bed for floor finishes complete all as specified and directed.
M&L for coloured non skid ceramic colour tiles 7 to 8 mm thick (square /rectangular) area of each tile exceeding 0.011sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry over 15 mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and directed.
M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cemeent to match and including over screed bed or bedding layer of mortar 15 mm thick laying floor finished in CM 1:6 complete all as specified and directed.
M&L for non skid ceramic colour tiles 7 to 8 mm thick (square /rectangular) area of each tile exceeding 0.011sqm but not exceeding 0.18 sqm, on vertical surface such as skirtings etc. set and jointed in cement slurry over 10 mm thick rendering in CM 1:3 complete all as specified and directed.complete all as spd and as directed.
M&L for Glazed ceramic tiles Coloured 450 x 300mm 7 to 8 mm thick in wall/dado etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match rendering over 10 mm thick in CM 1:3 on fair face of brick work/ concrete surfaces complete all as specified and directed.
M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm on vertical surface such as skirtings etc. set and jointed in cement slurry over 10 mm thick rendering in CM 1:3 complete all as specified and directed.complete all as spd and as directed.
M&L for 16mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite 20mm thick screed bed CM(1:6) complete all as spd and directed.
M & L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M- 35 Grade with grey cement and pigments.
M&L for machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed.
M&L for 75 mm thick cement concrete M10 (Nominal Mix) with 40mm graded crushed aggregate finished even and fair laid to a slope of 1 in 12, laid in alternate bays, each bay not exceeding 3 m length with joint filled with bituminous mastic filling comprising a mixture of 1 part of heated Industrial bitumen 85/25 grade and two parts of heated sand complete all as specified and directed.
M&L for prepration of newly plastered surfaces of wall and applying two coat of cement base paint over one coat of alkali resistanse primer complete all as specified and directed.
Material & Labour for preparation of new surfaces of plastered walls and applying Two coats of Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. over and including a coat of primer over plastered surfaces of walls to prepare the surface even and smooth complete all as specified . .
M&L for prepration of new plastered surfaces and applying Two 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 primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed.
M&L for preparation new plastered surfaces and applying three coat of white washing on ceiling complete all as specified and directed.
M&L for two coats of synthetic enamel paint on new surface over one coat of red oxide primer including preparation of surface of any description, over 10 cm in width or girth not other wise described all as specified and directed by Engr-in-Charge.
M&L Cement concrete 1:3:6, type C-1(using 20mm graded stone aggregate) in surface channels and drains and Manholes complete all as specified and directed.
M&L for forming 30 cm inner girth fair finished drains or channels i.e. exc 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.
M & L for fixing PVC (SWR) pipes of 75 mm bore diameter single socketed, in any length with rubber ring joints, laid in trenches or in floors.
M & L for fixing PVC (SWR) pipes of 150 mm bore diameter single socketed, in any length with rubber ring joints, laid in trenches or in floors.
Supplying and laying of PVC underground drainage sewer system pipe bearing 160 mm dia SN 4 including jointing with couplar, bend tee as per site requirement complete laid in trenches or floors complete all as specified and directed.
KAZI SAHABUL ALAM (BID ID -3379627)
BHARAT CONSTRUCTION (BID ID -3379473)
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