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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 LAccepted-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L1 | Accepted-AOC Accepted. | |
| 2 | L2₹26.0 L+₹2,017 (0.08%)Rejected-AOC C 101 ADG P CHENNAI | L2 | Rejected-AOC Not Accepted. | |
| 3 | L3₹26.2 L+₹23,750 (0.91%)Rejected-AOC 109 D ALLAI SALT COMPOUND OLD LAKSHMI THEATRE KRISHNAPURAM COONOOR 643102 THE NILGIRIS | COONOOR | THE NILGIRIS | TAMIL NADU | 643102 | L3 | Rejected-AOC Not Accepted. |
Tender Value
₹24.2 L
EMD Value
₹48,400
Closing Date
24 Oct 2023, 6:00 pmClosed
Commander Works Engineers Wellington
Headquarters Commander Works Engineers Wellington, Barracks Post The Nilgiris PIN 643 231
SPECIAL REPAIRS TO APPROACH ROAD FROM P-8 TO P-9 BLOCKS AT DSSC WELLINGTON
2023_MES_620426_1
84622/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
WELLINGTON
For MES Enlisted Contractors - Class E, Category a (v)
For other contractors Meeting Enlistment Criteria of MES for Class E, Category a (v)
7 documents required · 7 mandatory
₹500
GE DSSC WELLINGTON
₹48,400
12 Dec 2023
25 Sept 2023
30 Oct 2023
25 Sept 2023
24 Oct 2023
10 Oct 2023
26 Sept 2023 - 4 Oct 2023
Amount
Material and labour for preparing existing black top surfaces by brushing with wire brushes and using pressure blower and compressor for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying tack coat @ 5 Kg per 10 Sqm using Bitumenous Cold Emulsion Rapid setting Grade-1 (RS-1) etc complete all as specified and as directed.
Material and labour for Bituminous Premix Semi Dense Asphaltic concrete 40mm consolidated thickness using paving bitumen of Grade VG-30 with 5.5% binder content by weight of total mix using hot mix plant and mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and as directed.
Demolition of reinforced cement concrete of any description and in position not otherwise specifically provided etc complete all as specified and as directed
Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in charge
Material and labour for plain cement concrete 1:4:8 type D2, using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed
Material and labour for reinforced cement concrete M-25 (Design mix) with using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns and mass concrete etc complete all as specified and as directed
Material and labour for reinforced cement concrete M-25 (Design mix) with using 20mm graded stone aggregate as in walls, retaining walls, basement walls and the like etc complete all as specified and as directed
Material and labour for formwork to sides of concrete foundations, footings, foundation beams, plinth beams, bases for columns, rough finished surfaces etc complete all as specified and directed.
Material and labour for formwork to faces of walls, retaining walls, basement walls and the like, rough finished surfaces etc complete all as specified and directed.
Material and labour for Mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, bending, spirally for hoping for columns hooking ends and binding with MS wire annealed not less than 0.90 mm dia complete all as specified and directed.
Supply and fix PVC SWR pipe single socketed in any length, 110mm bore, laid in RCC retaining walls as in weep holes etc complete all as specified and directed.
Material and labour for hand packing with broken stone aggregate (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and as directed.
Spreading and levelling with approved soil obtained from excavation in layers not exceeding 25cm thick, well ramming including watering as required for filling uo the rear portion of wall all as specified and as directed.
Removing excavated material (soil) exceeding 1.5KM and not exceeding 5KM and depositing where directed etc complete all as specified and as directed.
Demolition of stone masonry wall of any description built in cement mortar including removing of debris all as specified and as directed.
Material and labour for walling of random rubble masonry,uncoursed well bonded, bedded, bedded and solidly hearted built in cement mortar 1: 6 including bond stone all as specified and as directed.
Material and labour for Plain Cement Concrete 1:3:6 type C-1 (using 20mm graded aggregate) as in coping including weathering, slightly rounded or chamfered angles and throatings and formwork etc complete all as specified and as directed.
Extra over stone walling of granite or trap stone for hammer dressing to face stones and dressing of face beds and joints,as specified, of random rubble walling, uncoursed or brought upto courseswith maximum depression on face from straight edge held against the dressed surface not exceeding 40mm all as specified and as directed.
Material and labour for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar 1:4 etc complete all as specified and as directed.
Material and labour for rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantries, rails, and fastenings and heavy bracket framing, (beam, tee, angle, channels or flat sections) including notching, drilling, fitting, riveting and / or welding or connecting with bolts and nuts (including rivets or bolts and nuts) conforming to Fe 410 W Gde E- 250, Quality A complete all as specified and as directed by Engineer-in-Charge.
Material and labour 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 onforming to Fe 410 W Gde E- 250, Quality A complete all as specified and as directed by Engineer-in-Charge.
Material and labour for broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.
Material and labour for 75mm thick Plain Cement Concrete 1:3:6 type C2, using 40mm graded stone aggregate as in sub base of flooring and finished even and smooth without using extra cement etc complete all as specified and as directed by Engineer-in-Charge
Material and labour for 80mm thick Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006, M-40 Grade with grey cement and pigment, spreading and consolidation including 50mm thick M-sand cushioning below paver block etc complete all as specified and as directed.
Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, in hard/dense soil returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, and removing surplus soil to a distance not exceeding 50 m and depositing where directed and making good the disturbed surface complete all as specified and as directed.
Material and labour for plain cement concrete 1:2:4 type B2, using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed
Material and labour for rolled mild steel in joist, channel, angle, or tee sections,fixed independently, without connecting plates conforming to Fe- 410-W, (Gde E-250) quality 'A' etc complete all as specified and as directed.
Supply and fix mild steel flat iron fillets in posts and struts in fencing including cutting tops to shape, drilling holes (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 and as directed.
Dismantling fencing wire mesh, any type complete all as specified and as directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete complete all as specified and as directed.
Dismantling structural steel work including doors, gates etc complete all as specified and as directed.
Supply only Chain link MS galvanisd fencing, any size or type of 3mm to 4mm dia wire complete all as specified and as directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed.
Supply and fix 5 to 10mm mild steel flat, round or square bars in available length conforming to Fe- 410-W, (Gde E-250) quality 'A' etc complete all as specified and as directed.
Mild steel screw bolts 11 to 15mm dia of shank (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5cm and not exceeding 10cm long etc complete all as specified and as directed.
Material and labour for preparing new steel 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 zinc chrome primer complete all as specified and as directed.
ACE PROMOTERS
K.AYYAPPAN
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