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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.1 LAccepted-AOC 10 MAKHAN LAL SADHUKHAN LANE PO PS BARRACKPORE KOLKATA 700120 W B | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700120 | L1 | Accepted-AOC OK | |
| 2 | L2₹34.9 L+₹2.8 L (8.79%)Rejected-AOC 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | L2 | Rejected-AOC OK | |
| 3 | L3₹38.0 L+₹5.9 L (18.3%)Rejected-AOC | L3 | Rejected-AOC OK | |
| 4 | L4₹39.0 L+₹6.8 L (21.3%)Rejected-AOC C 3 SHAHDANA COLONY BAREILLY 243005 | BAREILLY | BAREILLY | UTTAR PRADESH | 243005 | L4 | Rejected-AOC OK | |
| 5 | L5₹39.0 L+₹6.9 L (21.4%)Rejected-AOC | L5 | Rejected-AOC OK |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
3 Dec 2022, 6:00 pmClosed
BAREILLY
GE WEST BAREILLY
PROVISION OF SECURITY FENCING BETWEEN JLA COMPLEX AND BLDG NO T-171, T-172, T-173, PROVISION OF NEW DRAIN BLDG NO T-151, T-152, T-154 AND PROVISION OF CERTAIN MINOR WORKS UNDER AGE B/R - II AT GE WEST BAREILLY.
2022_MES_561074_1
8080/C/E8
Open Tender
Civil Works
Item Rate
180 days
GE WEST BAREILLY
SCANNED COPY OF ENLISTMENT LETTER IN MES IN RELEVANT CLASS CATEGORY SCANNED COPY OF APPLICATION ON LETTER HEAD OF FIRMSCAN COPY OF DD OF RS 500.00 IN FAVOUR OF GE WEST BAREILLY FROM ANY NATIONALISED OR SCHEDULED BANK SCANNED COPY OF REGISTRATION
6 documents required · 6 mandatory
₹500
Yes
GE WEST BAREILLY
₹87,000
Yes
31 Jan 2023
2 Nov 2022
5 Dec 2022
2 Nov 2022
3 Dec 2022
17 Nov 2022
Amount
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m but not exc. 3.0 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M & L for providing reinforced cement concrete 1:2:4 (Nominal Mix) type B-1, using 20 mm graded stone aggregate, as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, shelves and the like complete all as specified and directed.
M & L for providing reinforced cement concrete 1:2:4 (Nominal Mix) type B-1, using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed.
M & L for use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exc. 200 mm thick horizontal or slopping in rough finished surface of concrete complete all as specified and directed.
M & L for use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splayes between floors and beams in rough finished surface of concrete complete all as specified and directed.
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M & L for mild steel TMT bars 5 mm dia and over up to and including 10 mm dia as in stirrups, spacer and binders, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M & L for hard core of gauge exc. 63 mm but not exc. 100 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed.
M & L for brick work with sub class ‘B’ old size bricks in one and half brick thick honeycomb wall built in cement mortar 1:4 complete all as specified and directed.
M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:4 complete all as specified and directed.
M & L for rendering 15 mm thick cement plaster on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed.
M & L for rendering 15 mm thick cement plaster on fair faces of brick work or concrete surfaces with cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and directed.
M & L for preparing newly plastered or previously untreated wall surfaces and applying two coats of cement base paint over one coat of primer complete all as specified and directed.
M & L for preparation of new plastered or previously untreated surfaces of walls and applying two coats of distemper oil emulsion over a coat of clearcolle complete all as specified and directed.
S & F of 0.50 mm thick pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed.
S & F of steel work as in tubular trusses including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS-1161(1979) grade St-240 complete all as specified and directed.
M & L for providing 75 mm thick cement concrete 1:4:8 type D-2 (using 40 mm grade stone aggregate) as in sub floor, sub base of floor complete all as specified and directed.
M & L for 25 mm thick cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in sub floor of floor finishes, finished even and rough complete all as specified and directed.
M & L for Non skid ceramic coloured tiles 7 to 8 mm thick (Square or Rectangular) area of each tile exc. 0.11 Sqm but not exc. 0.18 sqm, as in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile with and including 15 mm thick screed bed or bedding layer in cement mortar 1:4 for laying floor finishes complete all as specified and directed.
M & L for glazed digital ceramic coloured tiles 350 mm X 250 mm X 7 mm thick or 450 mm X 350 mm X 7 mm thick as on vertical surface of wall such as skirting, dado, riser etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile with and including 15 mm thick rendering in cement mortar 1:4 complete all as specified and directed.
M & L for 75 mm thick cement concrete 1:3:6 type C-2, using 40 mm graded stone aggregate as in plinth protection laid to slop of 1:12, finished surface even and fair without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering where directed and providing 75 mm wide and 3 mm thick glass dividing strip inserted in position at every one meter and change of direction complete all as specified and directed.
S & F of 15 mm bore steel water tubing medium grade galvanized with and including all fittings and fixed to walls and ceilings or laid under floors complete all as specified and directed.
S & F of 20 mm bore steel water tubing medium grade galvanized with and including all fittings and fixed to walls and ceilings or laid under floors complete all as specified and directed.
S & F of 110 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint laid in trenches or in floors complete all as specified and directed.
S & F of 110 mm bore PVC (SWR) bend any radius complete all as specified and directed.
S & F of 75 mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joint fixed to walls complete all as specified and directed.
S & F of 75 mm bore PVC (SWR) bend any radius complete all as specified and directed.
S & F of 600 mm long PVC connection with two Nos. PTMT nuts internally threaded and PVC washer suitable for 15 mm bore pipe line complete all as specified and directed.
S & F of vitreous China half stall type coloured urinal (excluding flushing cistern, flush pipe and waste pipe) but including connections to flushing pipe, out going pipes, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement etc. complete all as specified and directed.
S & F of 15 mm bore fancy type, chromium plated stop valve, cast copper alloy, screwed down, high pressure with crutch or butterfly handle, screwed both ends for iron pipe or for unions complete all as specified and directed.
S & F of 75 mm bore PVC (SWR) floor trap including grating complete all as specified and directed.
S & F of 500 Litre capacity rotational moulded polythene water storage tanks (cylindrical vertical with closed top) of specifications as per MES Schedule 2009, Part-I and hoisted, fixed in position with and including dismantling of water tank exc. 250 Litre but not exc. 500 Litre capacity complete all as specified and directed.
S & F of 20 mm bore ball brass valves, high pressure, with polythene float and fly nut complete screwed for iron pipe or brass ferrule complete all as specified and directed.
M & L for loose filling of broken brick bats of gauge 80 to 150 mm as in soakage pits, soakage wells and the like complete all as specified and directed.
M & L for providing 40 mm thick cement concrete 1:2:4 type B-1 (using 20 mm thick graded stone aggregate) as in floor and finishing top surface even and smooth with using extra cement complete all as specified and directed.
M & L for brick work with fly-ash old size bricks having designation 75 conforming to IS-12894 (2002), straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M & L for providing pre-cast cement concrete landing, cover slabs, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded stone aggregate and setting in cement mortar 1:6 complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance exc. 250 m but not exc. 500 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed.
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in any type of soil complete all as specified and directed.
M & L for providing 100 mm thick cement concrete 1:3:6 type C-2 (using 40 mm grade stone aggregate) as in sub floor, sub base of floor complete all as specified and directed.
M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in copings, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.
M & L for 100 mm thick, M-50 grade machine pressed pre-cast concrete interlocking paver block confirming to IS 15658-2006 with grey cement and pigment in any shape and size, laid dry over and incl 25 mm thick sand cushioning complete all as specified and directed.
M & L for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed.
M & L for preparation of newly plastered or un-plastered surfaces of walls and applying two coats of colour wash over one coat of white wash complete all as specified and directed.
S & F of rolled mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc. confirming to Fe-410-W (Grade E-250) Quality 'B', 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 fitting and also fastening complete all as specified and directed.
S & F of 1.60 mm thick mild steel plain black sheet in wall cladding, steel gate 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 and welded seams as required including bending or turning up, mitred angles etc. as required complete all as specified and directed.
M & L for preparation of new or previously untreated steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.
M & L for providing reinforced cement concrete M-20 (Design Mix), using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed.
M & L for use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, vertical or to batter, in rough finished flat concrete surface complete all as specified and directed.
Excavation in post holes (or similar holes) each not exc. 0.50 Cum, getting out in any type of soil, returning, filling and ramming earth or broken rubble mixed with earth around in layers not exc. 25 cm watering and removing surplus soil to a distance not exc. 50 m and making good surface complete all as specified and directed.
Excavation over areas not exc. 1.50 m deep and getting out in soft / loose soil complete all as specified and directed.
M & L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken bricks complete all as specified and directed.
S & F of chain link fencing, size of mesh 50 X 50 mm made out of 3 to 4 mm dia GI wire to any type of standard, rails, straining bolts etc. complete all as specified and directed.
S & F of mild steel work in hand rail, half round or other stock section or core for fixing of wooden hand rails, bluster, running bars, nosing of steps, wind ties, post and struts for fencing, flat iron fillets and the like including necessary cutting, drilling holes, notching etc. as required conforming to Fe-290 Grade E-165 complete all as specified and directed.
M & L for cement concrete 1:3:6 type C-2, using 40 mm graded stone aggregate as in surface channel or drain complete all as specified and directed.
M & L for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitered / stopped ends etc. complete all as specified and directed.
S & F of 200 mm bore reinforced concrete pipe class NP-2 laid, jointed with collar in neat cement slurry complete all as specified and directed.
M & L for cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 200 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in cement mortar complete all as specified and directed.
M & L for cutting out concrete blocks, slabs, brickwork or stone masonry (in alternate course), forming toothings for and bonding new work in mortar into old work, including new material using precast cement concrete 1:2:4, Type B-1, set in cement mortar 1:6 and entering in old wall complete all as specified and directed.
S & F of mild steel ornamental and intricate framed work such as grills, gratings etc. with ends of bars shouldered and / or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing, frame work of water tanks and similar work conforming to Fe-290 Grade E-165 complete all as specified and directed.
M & L for rendering 10 mm thick cement plaster on fair faces of brick work or concrete surfaces with cement mortar 1:4 finished even and fair complete all as specified and directed.
S & F of 20 mm thick black granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like, set in over and including 15 mm thick cement screed in cement mortar 1:4 and pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.
M & L for treating the bottom and sides of excavation at the rate of 5 litre of emulsion per Sqm of surface area complete all as specified and directed.
M & L for treating the soil under plinth protection at the rate of 5 litre of emulsion per Sqm of surface area complete all as specified and directed.
M & L for use and waste of form work to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar works in rough finished flat surface of concrete complete all as specified and directed.
M & L for use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions in rough finished surface of concrete complete all as specified and directed.
M & L for providing reinforced cement concrete M-25 (Design Mix), using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, base of columns and the like complete all as specified and directed.
M & L for providing reinforced cement concrete M-25 (Design Mix), using 20 mm graded stone aggregate, as in columns, pillars, piers, posts, struts and the like complete all as specified and directed.
M & L for providing reinforced cement concrete M-25 (Design Mix), using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed.
M & L for providing reinforced cement concrete M-25 (Design Mix), using 20 mm graded stone aggregate, as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, shelves and the like complete all as specified and directed.
M & L for rendering 05 mm thick cement plaster on cement concrete surfaces of ceiling with cement mortar 1:3 finished even and fair complete all as specified and directed.
S & F of 1.25 mm thick pressed steel frame of size 105 X 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plates etc complete all as specified and directed.
S & F of 30 mm thick flush shutter solid core construction with block board core and plywood face panels commercial type on both faces complete all as specified and directed.
S & F of 150 mm long aluminium anodised barrel tower bolt of extruded section complete all as specified and directed.
S & F of 150 mm long anodised aluminium handle, cast type complete all as specified and directed.
S & F of 300 mm long (Length of bolt) aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheets, cast or extruded sections and fixing bolts and sliding bolt of extruded sections or cast aluminium alloy complete all as specified and directed.
M & L for preparation of new or previously untreated wooden surfaces exc. 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed.
M & L for preparation of newly plastered or un-plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed.
M & L for preparation of newly plastered or un-plastered surfaces of walls and applying three coats of white wash complete all as specified and directed.
M & L for 60 mm thick, M-35 grade machine pressed pre-cast concrete interlocking paver block confirming to IS 15658-2006 with grey cement and pigment in any shape and size, laid dry over and incl 25 mm thick sand cushioning complete all as specified and directed.
M & L for providing plain cement concrete, type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed.
M & L for applying bitumen primer @ 0.30 Kg per Sqm, providing and laying 3 mm thick APP modified water proofing membrane weight not less than 4 Kg per Sqm reinforced with non woven polyster mat (weight not less than 160 gram per Sqm) having softening point not less than 140 degree centigrade, longitudinal tensile strength not less than 800 N per 5 cm, tearing strength of 180 N with minimum of 10 cm side laps and 15 cm end laps by torch application over and including applying a coat of blown grade hot bitumen @ 1.20 Kg/Sqm and applying a coat of aluminium paint over APP membrane @ 0.20 Kg/Sqm complete all as specified and directed.
M & L for providing plain cement concrete, type B-2, 1:2:4 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M & L for providing 75 mm thick cement concrete 1:2:4 type B-2, using 40 mm graded stone aggregate as in road / path, hard standing etc. with and including all necessary form work to divide the area in panels not exc. 9 Sqm each and providing 10 mm thick joints through out the thickness of road / path duly filled with mastic filling of one part of 85 / 25 hot bitumen and three part of coarse sand (By weight) with and including making impression of expanded metal whilst concrete is green complete all as specified and directed.
S&F for CIRCULAR SWING of area 6 x 7 ft for capacity 2-4 children, NCB bearings using pipes of appd marked brand 'B' class of thickness 6-8 mm duly fabricaterd using the best quality welding rods and painted two coat enamel paint over a coat ofprimer. All joints shall be properly grounded and coated with an epoxy sealent for rust resistance. The plastic parts where reqd shall be made of LLDPE rotational moulded multi-colour virgin plastic UV, 02 & anti resistance.The size and shape of eqpmts shall be as per directed of Engr-in-charge. Notes:- Rates of all necessary fixing arrangements also included in this items. No extra payment shall be paid seperately.
S&F for SPIRAL SLIDE of area 5 ft height and dia 6 fit for capacity 4-8 children. FRP thickness 6-8 mm using pipes of approved marked brand 'B' class of thickness 6-8 mm duly fabricated using the vbest quality welding rods and painted two coats of enamel paint over a coat of prime . All joints shall be properly grounded and coated with an epopxy sealent for rust resistance. The plastic parts where reqd shall be made of LLDPE rotational moulded multi-colour virgin plastic UV, 02 & anti resistance.The size and shape of eqpmts shall be as per directed of Engr-in-charge. Notes:- Rates of all necessary fixing arrangements also included in this items. No extra payment shall be paid seperately.
S&F for DOUBLE SWING of area 10x10 ft for capacity 1-2 children. NBC bearings using pipes of approved marked brand 'B' class of thickness 6-8 mm duly fabricarted using the best quality welding rods and painted two coats of enamel paint over a coat of primer. All joints shall be properly grounded and coated with an epopxy sealent for rust resistance. The plastic parts where reqd shall be made of LLDPE rotational moulded multi-colour virgin plastic UV, 02 & anti resistance.The size and shape of eqpmts shall be as per directed of Engr-in-charge. Notes:- Rates of all necessary fixing arrangements also included in this items. No extra payment shall be paid seperately.
S&F for MERRY GO ROUND of area dia 5 ft for capacity 4-6 childrens. NBC bearings using pipes of approved marked brand 'B' class of thickness 6-8 mm duly fabricarted using the best quality welding rods and painted two coats of enamel paint over a coat of primer. All joints shall be properly grounded and coated with an epopxy sealent for rust resistance. The plastic parts where reqd shall be made of LLDPE rotational moulded multi-colour virgin plastic UV, 02 & anti resistance.The size and shape of eqpmts shall be as per directed of Engr-in-charge. Notes:- Rates of all necessary fixing arrangements also included in this items. No extra payment shall be paid seperately.
S&F for out door fitness unit KPS-FN-07 SKY WALKER, size 5.26x1.83x4.83 ft complete with all specifications as directed by Engr-in-Charge. Notes:- Rates of all necessary fixing arrangements also included in this items. No extra payment shall be paid seperately.
S&F for out door fitness unit KPS-FN-06 TWISTAR STANDING, size 4.56X4.56X4.36 ft complete with all specifications as directed by Engr-in-Charge. Notes:- Rates of all necessary fixing arrangements also included in this items. No extra payment shall be paid seperately.
S&F for out door fitness unit KPS-FN-19 BACK PRESS complete with all specifications as directed by Engr-in-Charge. Notes:- Rates of all necessary fixing arrangements also included in this items. No extra payment shall be paid seperately.
S & F of rolled mild steel sections as in compound girder and stanchions, lattice girder, aerial mast, staging for water tank and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates including all lattice bars, stiffener, gusset plates etc conforming to Fe-290 Grade E-165 complete all as specified and directed.
Notes:- If any item has erronously been repeated in this schedule and the contractor had quote different rates for the same. In such cases, least quoted rate for whole quantity shall be applicable and the item for which higher rate has been quoted by the contractor, shall not executed at site.
Mohit Enterprises
N N ENTERPRISES
hardeep singh enterprises
JAI SRI RAM ASSOCIATE
REHAN CONSTRUCTION
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