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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.1 LAccepted-AOC | L1 | Accepted-AOC Accepting being lowest | |
| 2 | L2₹32.7 L+₹4.6 L (16.4%)Rejected-Finance | L2 | Rejected-Finance Rejected being other than lowest | |
| 3 | L3₹33.9 L+₹5.8 L (20.5%)Rejected-Finance | L3 | Rejected-Finance Rejected being other than lowest | |
| 4 | L4₹35.2 L+₹7.1 L (25.3%)Rejected-Finance | L4 | Rejected-Finance Rejected being other than lowest | |
| 5 | L5₹35.8 L+₹7.7 L (27.2%)Rejected-Finance SHOP NO 2 JANKI PLAZA BHAGWAN MAHAVIR PATH KOPARGAON AHMEDNAGAR MAHARASHTRA 423 601 | KOPARGAON | AHMEDNAGAR | MAHARASHTRA | 423601 | L5 | Rejected-Finance Rejected being other than lowest |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
23 Sept 2021, 6:00 pmClosed
Maj Pramod Kumar Tripathi
Garrison Engineer (South) Ahmednagar, Military Engineer Services, Ahmednagar- 414002
REPAIRS TO PLINTH PROTECTION, FLOORING, PATHWAY, DRAIN, FENCING AND COMPOUND WALL TO OTM/MD ACCN AT CQA(V) AND DAD COMPLEX UNDER GE(S) AHMEDNAGAR
2021_MES_470598_1
8808/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
AHMEDNAGAR
Class D Cat a(i)
8 documents required · 8 mandatory
₹500
Garrison Engineer (S) Ahmednagar
₹1 L
Yes
5 Oct 2021
25 Aug 2021
25 Sept 2021
25 Aug 2021
23 Sept 2021
8 Sept 2021
25 Aug 2021 - 1 Sept 2021
Amount
Demolition of brick work or stone/ boulder masonary built in cement mortar, including all quoins, arches, pillars, etc complete all as specified and as directed.
Dismantling of fencing wire mesh, any type, complete all as specified and as directed.
Dismantling of posts or struts (wood, steel or RCC), any section, including taking out embeded portion in concrete/ brick work masonary 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 all as specified and as directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Taking down cement plaster of any description on brick or stone walls etc., including raking out joints, hacking for key, scrubbing down with water etc., complete all as specified and as directed.
Excavation in trenches, not exc. 1.5m wide and n.exc 1.5 m in depth, in soft/ loose soil for foundation, laying pipes, drains or for manholes etc, n exc. 10 Sqm on plan and n.exc 1.5 m in depth and getting out all as specified and as directed.
Returning, filling in (soil), including spreading, levelling watering & well ramming in layers not exc 25 cm thick complete all as specified and as directed.
Removing excavated soil to distance exc 250 m and n exc 500 m, depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.
M&L for PCC 1:4:8, type D2, using 40mm graded stone aggregates in foundations, filling and mass concrete all as specified and as directed.
M&L for RCC M-25 (design mix) (using 20 mm graded stone aggregates) as in footings, foundation, beams, plinth beams, base for columns and mass concrete etc complete all as specified and as directed.
M&L for RCC M-25 (design mix) (using 20mm graded stone aggregates) as in columns, pillars, piers, posts and struts etc. complete all as specified and as directed.
M&L for RCC M-25 (design mix) (using 20mm graded stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5 m span etc. complete all as specified and as directed.
Use and waste of 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 for rough finished surfaces of concrete complete all as specified and as directed.
Use and waste of formwork to edges of concrete flats , opening in cocnrete walls, floors and roofs and side of RCC/PCC bands in walls and simillar work, all exceeding 20 cm wide for rough finished surfaces of concrete complete all as specified and as directed.
Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed.
M&L for mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M&L for mild steel TMT bars, 8 mm dia, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M&L for mild steel TMT bars 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and as directed.
M&L for precast cement concrete block masonry with solid block of PCC (1:5:8) (using 20 mm graded stone aggregates) exc. 10 cm width, set in cement mortar 1:6 complete all as specified and as directed.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, finished even & smooth without using extra cement complete all as specified and as directed.
M&L for rendering 15 mm thick on other than fair faces of brick work in cement mortar 1:4, finished even & smooth without using extra cement complete all as specified and as directed.
M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and as directed.
Dismantling of bricks (laid flat or on edge) or brick tiles and interlocking tiles in floors, channels, kerbs,apron etc complete all as specified and as directed.
Dismantling of 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 as directed.
Demolition of un-reinforced cement concrete, hard core etc in ground floors and paving n exc 15cm thick, above or below ground level complete all as specified and as directed.
M&L for 75 mm thick PCC 1:4:8, type D2 (using 40 mm graded stone aggregates) as in sub-base, complete all as specified and as directed.
M&L for hardcore of broken stone or boulders, gauge 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 as directed.
M&L for PCC 1:2:4, type B1(using 20 mm graded stone aggregates) as in kerbs for interlocking tiles, including weathering, slightly rounded for chamfered angles including necessary formwork if any as required complete all as specified and as directed.
M&L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed.
M&L for precast cement concrete interlocking tiles (glossy finish/ rubber mat finish) of 60 mm thick, hydraulically pressed cemented tiles of grey colour with pigments,(glossy finish/ rubber mat finish) factory made, M-35 grade as in floor, laid over & including 25 mm thick sand cusion and including filling of interstices with fine sand complete all as specified and as directed. (Note Size, shape & pattern of tiles shall be as approved by GE)
M&L for precast cement concrete coloured chequered tiles with Glossy finish of size 25cm x 25cm x 25mm thick, machine pressed with grey cement and pigment, set, jointed and pointed in neat cement slurry with grey cement and pigments, laid over and including 20 mm thick screed bed or bedding layer of cement morter 1:6 and pointed in coloured cement to match the colour of tiles complete all as specified and as directed.
Excavation in post holes in any type of soil, 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 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface all as specified and as directed.
M&L for rolled mild steel angle/flat iron supports, for posts/strut for securing barbed wire/chain link fencing, any description including drilling holes, notching for wire etc , conforming to FE 290 (Gde -E-165) complete all as specified and as directed.
M&L for mild steel round bars as line bars for fixing chain link fencing, complete all as specified and as directed.
M&L for mild steel screw bolt (Machine made) with washers and nuts, one end screwed, 10 mm dia and 65 mm long fixed to posts complete all as specified and as directed.
M&L for mild steel bolt, machine made, 12 mm dia shank with hexagonal or square head, one end and screwed the other or screwed both end, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 15 cm long complete all as specified and as directed.
Supply only chain link fencing net MS galvanised, made out of GI wire of 8 to 10 mm gauge, aperature not exceeding 65 mm, weight not less than 3.5 kg/sqm all as specified and as directed. Note : Payment shall be allowed after ascertaining weight of chain link as per actual at site through BOO as ordered by GE.
Fixing only chain link fencing, including line wire, any mesh, any type including securing bolts etc complete all as specified & as directed.
M&L for preparation of new steel surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.
M&L for preparation of new or previously untreated steel surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.
S&F in repair, galvanized 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and as directed.
M&L in repairs, precast cement concrete 1:2:4, type B-0, using 12.5mm graded stone aggregates as in jalli, 35 mm thick (measured solid), set in cement mortar 1:4 complete all as specified and as directed.
M&L for PCC,1:3:6, type C1 (using 20mm graded stone aggregates) as in coping, cills, plinth courses string courses, bed plates, Kerbs stone etc complete all as specified and directed.
M&L for plain cement concrete,1:3:6, type C2 (using 40mm graded aggregate) as in surfaces channels and drains complete all as specified and directed.
M&L for extra 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.
Add or deduct from item No 46 above for each 25mm girth or part thereof over or under 30cm
M&L for precast reinforced cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregate as in manhole cover slabs complete all as specified and directed. Note : Reinforcement shall be beasured and paid seperately.
S&F 110 mm bore PVC (SWR) pipes in any length jointed fixed in repairs with cement solvent laid/jointed as in trenches/floors complete all as specified and directed.
Demolition and breaking up drain pipe of 300 mm dia and of any description at any location complete all as specified and directed.
M&L for RCC drain pipe of 300 mm bore drain pipes class NP-3 laid and jointed with collars (cement joint) complete all as specified and directed.
M&L for plain cement concrete, 1:4:8, type D-2, using 40 mm grade stone aggregate as in concrete bed to drain pipes 300 mm bore including packing under, and hunching against the sides of pipes after they are laid & tested complete all as specified and directed.
Dismantling of Road sign boards of any size and any description including foundation concrete complete all as specified and directed.
M & L for stainless steel (Grade 304) frames for road sign boards (posts and frame), made from pipes/tubes, channels, plates etc.of stainless steel including welding, grinding, buffing, polishing and making curvature (wherever required) and making arrangements for fixing aluminium composite panel with necessary stainless steel nuts/bolts,necessary accessories & stainless steel dash fasteners etc complete all as specified and directed.
S & F 6mm thick aluminium composite panels as in road sign boards fixed to Stainless steel framework complete all as specified and directed.
S & F letters and symbols of retroreflective material lining with necessary adhesive on background of aluminium composite panel as in road sign boards complete all as specified and directed. Note:(i) Details of letters and symbols shall be approved by Engineer-in- Charge .(ii) Colours and Size of letters & symbols shall be as approved by GE.
Arihant Construction
M/s Meher Construction
OM SAI ASSOCIATES
sunway associates
AMAR CONSTRUCTION
M/s IBEX Engineers and Contractors
M/S Atul Tejpal Shah
R. T. Saluji
M/S. Z.K.ENTERPRISES, AHMEDNAGAR
MS. G.A. CONSTRUCTION
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