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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹31.3 L+₹66,370 (2.17%)Rejected-Finance D 47 MANORATH SOCIETY NEAR AMAR COMPLEX SAMA ROAD VADODARA 390024 | VADODARA | GUJARAT | 390024 | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹31.5 L+₹93,370.29 (3.05%)Rejected-Finance 0 BADRI ELECTRICALS NEAR SHRIGOR FALI NEAR ANADABAWA CHAKLO JAMNAGAR GUJARAT 361001 UDYAM GJ 10 0001822 | JAMNAGAR | GUJARAT | 361001 | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹35.1 L+₹4.5 L (14.9%)Rejected-Finance 141 SHANTI NAGAR MODEL TOWN MODEL TOWN PANIPAT HARYANA 132103 | PANIPAT | HARYANA | 132103 | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹35.2 L+₹4.6 L (15.2%)Rejected-Finance D 2 212 JEEVAN PARK PANKHA ROAD UTTAM NAGAR WEST DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | L5 | Rejected-Finance Being not L1 |
Tender Value
Refer Docs
EMD Value
₹81,280
Closing Date
16 Feb 2025, 6:00 pmClosed
Harikesh Meena EE GE Army Baroda
Opp Akashwani, Makarpura road PO-ONGC Baroda-390009
As per BOQ
2025_MES_693785_1
8832
Open Tender
Civil Works
Item Rate
180 days
GE ARMY BARODA
As per tender documents
5 documents required · 5 mandatory
₹500
Yes
GE ARMY BARODA
₹81,280
Yes
25 Mar 2025
18 Jan 2025
22 Feb 2025
18 Jan 2025
16 Feb 2025
2 Feb 2025
19 Jan 2025 - 25 Jan 2025
Amount
M&L for hard core of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed.
M&L PCC 1:3:6 type C2 using 40mm graded stone aggregate 75mm thick finished fair & even as in sub base complete all as speificed and directed
M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate 100mm thick finished fair & even in sub base complete all as speificed and directed
M&L Sand Filling a layer of 25mm/50mm thick as sand cushioning including filling the joints with sand in floors/ paths for interlocking paver block including watering and consolidation complete all as specified and directed.
M&L for 60 mm thick, machine made ,1st quality, precast cement concrete rubber moulded coloured interlocking paver blocks , of triangular / Zigzag / Haxagone/ I , in shape or shap and design as approved, with grey cement and pigment , having M-35 Grade and conforming to IS 15658-2006 specifications , complete all as specified and directed.
M&L for 80 mm thick, machine made ,1st quality, precast cement concrete rubber moulded coloured interlocking paver blocks , of triangular / Zigzag / Haxagone/ I , in shape or shap and design as approved, with grey cement and pigment , having M-40 Grade and conforming to IS 15658-2006 specifications , complete all as specified and directed.
M&L for factory made precast machine pressed kerb stones of PCC grade M-15 design mix and of shape and size rected, set jointed and pointed cement and sand mortar 1:4 fixed in repairs with and including necessary excavation and earthwork and making good the disturbed surfaces to match with the existing surfaces including removal of dispodal of rubbish complete all as specified and directed. Sizes shall be as under :- Length (L) not less than 300mm, Height (H) 300mm to 350mm, Thickness (T) 100mm and radius (R) 75mm including painting on kerb stone of synthetic enamel paint yellow or white colour complete all as specified and directed.
M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
Excavating in posts holes (or similar holes) in hard/dense soil each n.exc 0.50 cu.m getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm watering, and removing surplus soil to a distance n.exc 50m and making good surface.
M/L for providing PCC 1:3:6 type C2 using (40mm graded stone aggregate) in foundation filling and mass concrete.
S&F tubular trusses (framed) trusses purlins and fastening (etc.,angle, channel,tubular section,round pipe) or flat section including distance pieces, MS plates/ gusset plates, cleats, hold fast etc. conforming to Gde of steel Fe 410-0 or Fe 310-0 complete all as specified and directed.
S&F roof trusses (framed) purlins and fastening flat section including distance pieces, MS plates/ gusset plates, cleats, hold fast etc. conforming to Gde of steel Fe 410-0 or Fe 310-0 complete all as specified and directed.
M&L for preparation of new surface of steel and iron surface of any description and in any position over 10 cm width or girth and applying two coat of synthetic enamel paint over one coat of redoxide primer all as specified and directed by Engr-in-Charge.
S &F for pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550MPa as in roof covering / cladding to wall, fixed with L or J hooks all as specified and directed.
Excavation in trenches not exc 1.5 wide & not exc 1.5 mtr in depth for foundation etc n.exe 10sqm on plan in and getting out in hard/dense soil.
M&L for providing PCC 1:4:8 type D2 using (40mm graded stone aggregate) in foundation, filling and mass concrete, levelling course etc.
Returning filling in including spreading, levelling, watering and well ramming in layer n. exc 25 cm in soil.
Removing excavated material of soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complet & as directed.
Removing excavated material of soil exc. 50m but not exc. 250m and depositing where directed at a level n exc. 1.5 m above the starting point complet & as directed.
M&L Brickwork with sub class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:6
M&L rendering 10mm thick on fair faces of brick work or concrete surfaces of wall in cement mortar 1:6 for finished even and smooth (without using extra cement)
M&L for preparation of new plastered surfaces of wall and applying three coats of white wash.
S & F Hand rails, half round or other stock 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;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified.
S&F Green PVC coated Chain link fencing of mesh size 50x50mm , diameter of wire not less than 2.5mm and coating of pvc not less than 1.0mm and weight not less than 2.00Kg/Sqm complete all as specified and directed.
M&L preparation of new surfaces of steel and providing two coat of Synthetic enamel paint over one coat red oxide primer n.exc 10cm in girth complete all as specified and directed.
S&F mild steel bars 10mm dia and over cut to length bent to shape required including cranking, bending, spirally for hooking endss and binding with MS wire 0.9 mm dia annealed all as specified confirming to Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde -E-165) in chain link fencing complete all as specified and directed.
M&L for Mild steel screw bolts(machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, ach screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm and n exc 10cm long complete all as specified and directed.
S&F 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
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 (caging) of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed
S&F, 500 ltrs rotational moulded triple layered, polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as directed.
S&F , 1000 ltrs rotational moulded triple layered, polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as directed.
S&F ball brass valves , high pressure , with polythene float and fly nut complete & high-density plastic ball , suitable for 20 mm bore pipe, screwed for iron pipe and fixed.
S&F GI tubing medium grade with all fittings 20 mm bore fixed to wall and ceiling or laying in floors, including cutting & chasing if reqd & making good to disturbed surfaces complete all as specified and directed.
S&F GI tubing medium grade with all fittings 25 mm bore fixed to wall and ceiling or laying in floors, including cutting complete all as specified and directed.
Demolition of Cement Concrete (Reinforced) in roof slab,of any description and in any position not otherwise specifically provided for and removal of debris upto 50mtr all as specified and directed by Engr-in-charge.
Demolition brickwork or stone/boulder masonry built in cement mortar including all quoins, arches, pillars, etc,
Demolition of stone slabs and tiles of any description or thickness in floors & wall, laid bedded & pointed in any mortar.
M&L for non skid coloured ceramic tile 7 to 8 mm thick area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors etc set over and including screed bed or bedding layer of mortar 15 mm thick for laying floor finishes with CM 1:4 (Tile pattern and decoration may be as suggested by Engineer-in-charge)
M&L for glazed ceramic coloured walls tiles in vertical surfaces size 300x450x 6mm to 7 mm thick set over and including 10mm thick rendering on vertical surface of wall or concrete surfaces in CM 1:3 to receive wall tiles (Tile pattern and decoration may be as suggested by Engineer-in-charge).
M&L rendering in two layer on fair faces of brick work or concrete sur-faces of wall 5 mm thick in CM 1:4 mixed with WPC as per manufacturers instructiion for finished even and smooth without using extra cement over 10 mm thick rendering in cement mortar 1:6 (WPC will be measured and paid separately).
Supply only Integral waterproofing compound
M&L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in coping exposed surfaces finished even and smooth using extra cement including necessary form work complete all as specified and directed by Engr-in-Charge.
Roughening of old unservicable PCC floor surface by picking, chipping and wire brush sweeping clean and washing down with water to remove dust outside to make it suitable for laying floor tile complete all as specified.
M&L for machine cut kota stone slab in platform etc. of 20 - 25mm thick (the stone may be in one piece) including rubbing and polishing complete set over and including screed bed or bedding layer of mortar 20 mm thick for laying floor finishes with CM 1:4.
M&L for machine cut kota stone as in skirting etc. of 18-20mm thick (the stone may be in one piece) including rubbing and polishing complete set over 10mm thick with CM 1:3 rendering and jointed with grey cement slurry all as specified and directed.
S&F GI tubing medium grade with all fittings 32 mm bore fixed to wall and ceiling or laying in floors, including cutting & chasing if reqd & making good to disturbed surfaces complete all as specified and directed.
S&F 20 mm outer dia (internal 16mm dia) CPVC pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and directed
S&F PVC floor trap with pvc grating including jointing with solvent and cement complete all as specified and directed.
S&F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed on walls complete all as specified and directed
M&L precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for cover slabs of man holes with plain faces including necessary formwork, placed in position and set in CM (1:6) complete all as specified and directed. Note : Reinforcement shall be measured and paid separately.
M&L mild steel TMT bars 6 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 0.9 mm diameter.
M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping etc. including weathering, slightly rounded or chamfered and throating with necessary form works complete all as specified and directed
M&L PCC 1:2:4 type B-2 using 40mm graded stone aggregate as in surface channel, drains, benching and finishing the surface even and smooth using extra cement including necessry use and waste of formwork complete all as specified and directed
M&L Rendering 10mm thick in cement mortar 1:4 on fair faces of concrete block walling surfaces finished even and smooth without using extra cement mixed with water proofing compound as per manufacturer's instructions complete all as specified and as directed Note: Water proofing compound shall be measured and paid separately.
Removing excavated material soil exc 500.00 mtr but upto 1.5Km and deposited where directed at a level not exc 1.50 mtr above the starting point.
S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed on walls complete all as specified and directed
M&L concrete bed of 1:4:8 type D-2 (usinng 40mm graded stone aggregate) for 150mm bore pipe, including packing under and haunching against the sides of pipes after they are laid and tested.
Cutting into existing manhole for connecting new drains,making good to pipe rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required.
Shree Vaishno Enterprises (BID ID -3237277)
Badri Electricals (BID ID -3240988)
Chanda Construction Co. (BID ID -3241104)
SACHDEVA ENGINEERING WORKS (BID ID -3241118)
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