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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.4 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹82.4 L+₹5.3 L (6.88%)Rejected-Finance 93 61 AGARWAL FARM MANSAROVER JAIPUR 302020 | JAIPUR | JAIPUR | RAJASTHAN | 302020 | L2 | Rejected-Finance L2 | |
| 3 | L3₹86.2 L+₹9.1 L (11.8%)Rejected-Finance PLOT NO 39 SHRI SHIVE NAGAR 05 MOTI BANDHA MACHEDA HARMADA JAIPUR 302013 RAJ | JAIPUR | JAIPUR | RAJASTHAN | 302013 | L3 | Rejected-Finance L3 | |
| 4 | L4₹89.0 L+₹11.9 L (15.4%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹89.3 L+₹12.2 L (15.9%)Rejected-Finance NIVADA TIVAYA ROAD TIVYA MUST BUS STOP VILLAGE KHATAULI SAHARANPUR UP 247001 | SAHARANPUR | SAHARANPUR | UP | 247001 | L5 | Rejected-Finance L5 |
Tender Value
₹96.9 L
EMD Value
₹1.7 L
Closing Date
10 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE JAIPUR
Military Engineer Services, HQ Commander Works Engineer, Kalyan Marg, Banipark, Jaipur-06
SR TO ROAD CUM PATH AND ADDITION / ALTERATION OF HALDI GHATI GATE UNDER GE JAIPUR AT JAIPUR MIL STN
2024_MES_662047_1
CWE/JPR/82341/E8
Open Tender
Civil Works
Item Rate
180 days
JAIPUR
As per NIT
8 documents required · 8 mandatory
₹0
₹1.7 L
Yes
6 Dec 2024
25 Jun 2024
12 Sept 2024
25 Jun 2024
10 Sept 2024
17 Jul 2024
25 Jun 2024 - 16 Jul 2024
Amount
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed..
Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar incl aii quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed..
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Excavating in post holes (or similar holes) each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exceeding 50m and making good surface etc, complete all as specified and directed
Excavation in trenches in soft/loose soil not exc 1.5 m wide and not exceeding 1.5m in depth and getting out complete all as specified and directed.
M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate as in foundation , filling and mass concrete and similar work all as specified and directed
M&L Brick work in cement mortar 1:6, with subclass 'B' bricks, straight or curved in plan exceeding 6 m mean radius complete all as specified and directed.
Dismantling of cement concrete stone, tiles,glazed tiles, terrazo tiles in floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable stone, tiles to store and rubbish outside MD land complete all as specified and directed.
M & L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed.
M & L for 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 complete confirming to Fe 410 -W (Gde?E- 250) quality?A complete all as specified and directed.
M & L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 A complete all as specified and directed.
M & L for cladding of Dholpur stone tiles of size 300mm X 100mm X 15mm fixed on vertical surface (front, side, bottom & top ) fixed with neat cement slurry mixed with latricate adhesive including providing 8mm wide groove filled with latricate ahesive grouting etc, complete all as specified and directed.
M/L for Dholpur stone 16 to 18 mm cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.5 sqm area fixed with and including one number SS clamps (grade-202) of flat 30mm x 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment etc, complete all as specified and directed.
M/Lfor Dholpur stone 16 to 18 mm cladding gang saw cut with machine cut edges, uniform colour of each stone size not exceeding 0.25 sqm fixed with and including one number SS clamps (grade-202) of flat 30mm x 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment etc, complete all as specified and directed.
M&L Rendering 15mm thick on fair face of brick masonry surface or concrete surface as in jambs/soffits in CM (1:4) finished even and smooth without using extra cement etc, complete all as specified and directed.
M&L 15 mm thick cement plaster in CM 1:4 finished even and smooth without using extra cement on walls on fair face of brick masonry surface or concrete surface etc, complete all as specified and directed.
M&L Reinforced cement concrete M-25 (design mix) using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc, complete all as specified and directed
M&L for reinforement cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts and similar items complete all as spcified and directed
M&L for reinforement cement concrete (Design Mix) M-25 in beams, cantilevers, bressummers, lintels over 1.5m span and similar items complete all as spcified and directed
M&L for Form work to sides of concrete fdns, footings bases of columns and plinth beams and similar works rough finished surfaces of concrete complete.
M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchionand similar works rough finished surfaces of concrete complete.
Formwork to sides and soffits of floor or roof beams, beam haunch?ings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc
M & L TMT 10mm dia and above bars cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified .
M & L TMT steel 5mm dia and over upto and including 10mm dia in stirrups, spacers and binder cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia all as specified .
M & L for cement concrete type B0 (1:2:4) (12.5mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed
M & L for 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 confirming to Fe 410 -W (Gde?E- 250) quality?A complete all as specified and directed.
M&L for preparation of new surfaces of steel or iron surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primercomplete all as specified and as directed.
M & L for cement concrete type B1 (1:2:4) (20mm graded aggregate) Providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed.
M&L Preparation of newly plastered surfaces and applying two coats of cement over a coat of a primer complete all as specified and as directed.
Returning/fillng in layers including spreding, levelling watering and well ramming in layers not exc 25cm each complete all as specified and as directed.
Removing excavated material not exc 50 mtr and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as 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 over areas n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed.
Excavation over areas exc 1.5m but n exc 3.00m deep and getting out in soft/loose soil complete all as specified and directed.
M& L for cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of the benching even and smooth using extra cement (Note:- forming fair finish shall be measured and paid seperately.)
M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds mitred/stopped ends etc.
M&L cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified.
S&F mild steel TMT bars 6mm to 8mm dia, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
M&L cement concrete M-30 (design mix) using 20mm graded stone aggregate as in foundation,including rafts, footings, foundation beams, plinth beams, bases for columns, etc basement slabs, under reamed piles and mass concrete.
M&L cement concrete M-30 (design mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls, and the like any thickness above top of footing incluidng attached pillaster and buttresses.
M&L for RCC M-30 (design mix) using 20mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as directed.
M&L form work (rough finished) to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttressess etc vertical or to batter.
M&L form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick finish with rough finish flat surface.
M&L Hardcore of broken stone of gauge 40to 60mm, deposited spread complete all as specified.
M&L rendering 10mm thick on fair faces of brick work /concrete surface in CM 1:6 finishing even and smooth without using extra cement all as specified
M&L sand filling under floor on in foundation in layers not exceeding 25cm each layer including watering and well ramming complete all as specified.
M&L broken stone aggregate of gauge 3 to 10 mm, complete all as specified.
M&L stone aggregate gravel of gauge 3.60 mm, complete all as specified.
S&F GI tubing medium grade with all fitting 20 mm bore fixed to wall or concealed or fitted to ceiling or laid under floor
S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors dia of pipe 110 mm
S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors dia of pipe 75 mm
M&L for 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; railings; framework of water tanks and similar work conforming toFe-290(Gde E-165) complete all as specified and directed.
M&L for Boring hole in rainwater harvesting pit in any type of soil of PVC/HDPE 150mm bore pipe upto 100m deep etc complete all as specified
S&F 160 mm outer dia PVC/HDPE pipe in bore hole complete all as specified and directed
S&F 160mm outer dia perforated PVC/HDPE pipe in bore hole complete all as specified and directed
M&L for Reinforced concrete pipes, 150 mm dia class NP2, laid in trenches and jointed complete with collars all as specified.
Scarifying or picking gravelled exc 50mm and n exc 300mm deep, macadam or bituminous macadam surfaces in area exc 400 sqm complete all as specified and directed.
M&L for 150mm thick (compacted thickness) WBM, (in two layers 75mm thick each layer) with coarse aggregate of granite trap or basalt, of grading 2 (60 to 40mm size) spread, rolled and consolidated to required gradient and camber including compacting with 8 to 12 tonne power roller required complete all as specified and directed.
Preparing surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specified and directed
M&L for applying evenly a priming/tack coat with bituminous primer of Grade VG-30 at 10 kg per 10 sq meters complete all as specified and directed.
M & L for premix bituminous macadam mixed laid with mechanical paver and 8 to 12 tonne power roller and compacted to equried gradient and camber (consolidated thicknes 75mm or less) applying priming/ tack coat with bituminous primer (VG-30) viscosity grade @ 10 Kg per 10 Sqm etc with paving bitumen 4% binder (Viscosity grade VG-30) contents complete all as specified and directed. NOTE :- (i) Work shall be executed as per designed mix ((job mix formula) approved by GE (ii) If the bitumen content as per design mix found to be less than 4% it shall be recovered at the rate of Rs 50/- per kg for short of bitumen. If bitumen content found to be more than 4% as per design mix same shall be provided without any extra cost to the Govt.
M & L for preparing of black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and providing laying spreadig 30mm th carpet with 5.5% binder content by weight of total mix including heating bitumen to the required temperature mixing bituminous concrete in automaic and temperature controlled hot mixing plant laying spreading uniformaly by means of mechanical paver roller and consolidation to the required gradient and camber with 8 to 12 tonne power rolller complete all as specified & as directed.
M & L for laying 40mm thick bitumen mastic wearing coat with indusrial bitumen of grade 85/25 conforming to IS : 702 prepared by using mastic cooker and laid to required level and slope including providing antiskid surfaces with bitumen precoated fine grained hard stone chipping approved size at the rate 0.005 cum per 10 Sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protuding 1mm to 4mm over mastic surface including cleaning the surface, removal of debris etc complete all as specified and directed.
S&F Geo fabric/textile not less than 300 gram/Sqm on concrete road joints complete all as specified and directed by Engr-in-Charge.
M & L for prepartion of old or new bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
M & L for prepartion of old or new surfaces and painting lines, dashes, arrows, letters, etc.on roads pavements and the like exc 10cm wide with road marking paint, white or golden yellow with adequate no of coats complete all as specified and directed by Engr-in-Charge.
M & L for Precast kerb stone of cement concrete type B1 1:2:4 (20 mm aggregate) masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed.
M&L for painting on precast kerbs including 2 coats of paint over one coat of primer including preparation of surfaces
Demolition Stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar complete all as specified and directed.
Machine cut kota stone slab flooring 40-50mm thick of size 550 x 550 mm in floor over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and granite polishing over and including screed bed or bedding layer of mortar, 25 mm thick, in cement mortar 1:6, for laying floor finishes/tiles/kota stone etc complete all as specified and directed
Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions etc complete all as specified and directed
Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and directed (Make : Dark Eye or equivalent)
Less Schedule of Credit
M/S Anil Enterprises (BID ID -3070342)
JAGDAMBA CONSTRUCTION COMPANY (BID ID -3092237)
AMIT RISHABH BUILDERS PVT LTD (BID ID -3078927)
Chaudhary Constructions (BID ID -3092454)
PUSHPA G ENTERPRISES (BID ID -3070038)
R. P. Suppliers and Construction Co. (BID ID -3069433)
MSR INFRATECH (BID ID -3079909)
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