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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.0 LAccepted-AOC 28 PRAGATISHEEL COLONY NARMADA ROAD JABALPUR 482001 M P | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹55.2 L+₹1.2 L (2.17%)Rejected-Finance H NO 113 APR COLONY KATANGA CANTT JABALPUR M P PIN 482001 | JABALPUR | MADHYA PRADESH | 482001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹57.8 L+₹3.8 L (7.05%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹59.0 L+₹5.0 L (9.25%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | L5₹59.0 L+₹5.0 L (9.28%)Rejected-Finance 950 1 GF DEVRAJ BUILDING NAPIER TOWN NAVEEN VIDHYABHAWAN ROAD DAYANAND SARASWATI WARD JABALPUR M P 482001 | JABALPUR | MADHYA PRADESH | 482001 | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹64 L
EMD Value
₹1.2 L
Closing Date
2 Apr 2024, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
PROVN OF STORAGE SHED BETWEEN SHED OF GP II AND SHED OF GP-III AND PROVN OF CEMENT CONCRETE HARD STANDING (8MX100M) STORAGE SHED BETWEEN SHED OF GP V AND SHED OF GP VI AT CSD DEPOT JABALPUR UNDER GE (W) JABALPUR
2024_MES_645439_1
81019/E8
Open Tender
Civil Works
Item Rate
270 days
JABALPUR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE WEST JABALPUR
₹1.2 L
Yes
7 May 2024
7 Mar 2024
4 Apr 2024
7 Mar 2024
2 Apr 2024
28 Mar 2024
7 Mar 2024 - 27 Mar 2024
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/ dense soil complete all as specified and as directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
Excavation over areas, n exc 1.5 m deep 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 complete all as specified and as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.
M&L Mild steel works as in posts and struts, cutting tops to shape as directed, drilling holes, all necessary drilling, bolting or riveting, etc; including embeding in concrete and screwing etc. and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.
M&L for rolled mild steel works as in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, conforming to Fe-290 (Gde E165) complete all as speicfied and directed .
M&L for plain cement concrete type B2,1:2:4 (40 mm graded stone aggregates) as in post holes complete all as speicfied and directed .
M&L 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., conforming to Fe-410-W (Gde-E250), quality-A, complete all as specified and as directed.
M&L for plain cement concrete (1:4:8), type D2 (40 mm graded stone aggregates) as in foundations, filling and mass concrete complete all as speicfied and directed.
M&L for Reinforced cement concrete (design mix) M-25 (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 complete all as speicfied and directed .
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded stone aggregate)as in Columns, pillars, piers,posts and struts complete all as speicfied and directed .
M&L for Reinforced cement concrete (design mix) M-25 (20 mm graded stone aggregate)as in Beams complete all as speicfied and directed .
M&L for mild steel TMT bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for mild steel TMT bars 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for brick work with sub class 'B' fly ash bricks, straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified & directed.
M & L Hardcore of gauge exc. 63 mm but n exc.100 mm, deposited spread and levelled in layer n exc. 15 cm thick, watered and rolled to a true surface, complete all as specified as directed.
Material and labour for 100 mm thick cement concrete ( 1:3:6 ), type C-2 (40 mm graded stone aggregate) as in subbase etc complete all as specified and directed.
M&L for Cement concrete work in pavement /Hard standing of flexural strength 40 kg/ per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25cm or less including providing necessary formwork as required at site with and including mixing non-circular synthetic fibre Recron “3 S” type CT-2012 (12 mm) having tensile strength 4000-6000 Kg/Sqcm and melting point>250°C etc complete all as specified and directed.
M&L for Forming Construction joint 30 mm deep x 10 mm wide, filled with sealing compound, Grade 'A'( Joint will be made in concrete after setting of flooring and cutting the joint by diamond cutter or suitable mechanical cutter) etc complete all as specified and directed.
Taking down cement plaster etc on brick walls/ concrete (ceiling) surfaces of any descriptions including racking out joints, hacking for keys, scrubbing down with water and disposal of unserviceable materials to out side of MD land complete all as specified & directed.
M&L for 15mm thick rendering in CM (1:6) on internal surfaces of wall, finished even and smooth without using extra cement complete all as specified & directed.
M&L 15 mm thick rendering in CM 1:4 on external surfaces of walls & top surfaces of chajja/roof, mixed with liquid water proofing compound as per Manufacturer's' instructions, surface finished even and smooth without using extra cement complete all as specified & directed. ( Note : Liquid water proofing compound will be measured and paid for separately against relevant item of BoQ)
Supply only liquid water proofing compound ISI Marked, of make as approved by GE complete all as specified & directed.
M & L preparation of new plastered wall surfaces and applying 3mm thick wall care putty to get smooth and even surfaces as directed and applying two coats of oil bound distemper over resistant priming paint complete all as specified and as directed .
M & L preparation of new plastered wall surfaces and applying two coats of cement base paint over resistant priming paint complete all as specified and as directed .
Supply and fix pre-painted galvalume aluminium zinc coating GI based 0.50mm thick(AZ-150)corrugated steel sheet of any colour having minimum tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws/ L or J type or cranked hook/ bolts as complete all as specified & directed.
S&F of pre-painted galvalume aluminium zinc coating GI based 0.50mm thick(AZ-150) plain steel sheet of any colour having tensile strength of 550 Mpa as in ridges, hips, valley gutters, drip and straight flashings (length & girth as fixed) fixed with self tapping screws complete all as specified & directed.
M&L 2mm thick galvanised iron plain sheet made to shape as in gutter /valley laid in slope towards rain water pipe and making access to rain water pipe complete all as specified & directed.
M&L 1.00 mm Steel rolling shutters, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type , but gear operated type with bevel gear box and crank handle complete all as specified & directed.
Material and labour for preparation of new steel and iron surfaces of any description not otherwise described 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.
S&F 110 mm dia PVC(SWR) rain water pipe including FI clamps and joints in wall and duck foot bend complete all as specified & directed.
M&L 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, on flat rough finished concrete surface complete all as specified & directed.
M&L Formwork to sides of concrete column,pillar and beam, plinth beams; and similar work; vertical or to batter on square or rectangular, rough finished concrete surface complete all as specified & directed.
M&L Mild steel bolts purpose made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exc 30cm long, dia of neck exc 12 mm but n exc 20 mm complete all as specified & directed.
M&L for earth filling under floor ,spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and directed . ( Note : Earth obtained from excavation ( as approved by GE) shall be used)
M & L for 150 mm thick in two layers (compacted thickness) WBM,of granite, trap or basalt, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed .
M&L for 150 mm thick cement concrete (1:3:6), type C-2 (40 mm graded stone aggregate) as in subbase etc complete all as specified and directed .
S&F Hard drawn steel wire fabric weight exc 4 Kg per Sqm, cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia etc complete all as specified and directed .
M&L for Finishing surface of concrete roads, pavement by brooming complete all as specified and directed.
M&L for Forming dummy joint (65mm deep x 10 mm wide), filled with sealing compound Grade 'A' ( Joint will be made in concrete after setting of flooring and cutting the joint by diamond cutter or suitable mechanical cutter) etc complete all as specified and directed .
M&L for Forming 20 mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with compound Grade 'A', thickness of concrete slab 200mm, etc complete all as specified and directed .
DEEPAK CONSTRUCTION
M/s Ram Associates
M/s Kehar Engineers
DOBARIA BUILDCON
M/S Modern builders
J.P ENTERPRISES
M/s Shrangi Rishi Construction
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