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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC B 2 16 SHREE BHAGWATI NAGAR SUTARWADI ROAD PASHAN PUNE 411 017 | PUNE | MAHARASHTRA | 411017 | L1 | Accepted-AOC Awarded being lowest bidder (L1) | |
| 2 | L2₹48.4 L+₹3.6 L (8.01%)Rejected-AOC B 3 3 DHANALAXMI PARK OPP PMT BUS DEPOT BHUSARI COLONY PAUD ROAD KOTHRUD PUNE 411 038 | PUNE | PUNE | MAHARASHTRA | 411038 | L2 | Rejected-AOC Being lowest bidder (L2) | |
| 3 | L3₹48.6 L+₹3.7 L (8.27%)Rejected-AOC FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | L3 | Rejected-AOC Being lowest bidder (L3) | |
| 4 | L4₹48.6 L+₹3.8 L (8.45%)Rejected-AOC | L4 | Rejected-AOC Being lowest bidder (L4) | |
| 5 | L5₹49.0 L+₹4.2 L (9.27%)Rejected-AOC MINISTRY OF DEFENCE MES G | L5 | Rejected-AOC Being lowest bidder (L5) |
Tender Value
₹46.5 L
EMD Value
₹93,000
Closing Date
20 Feb 2020, 6:00 pmClosed
GERD PASHAN PUNE
GERD PASHAN PUNE
Provn of Covered shed including retaining wall behind bldg No P52 at ARDE Pashan Pune
2019_MES_287006_2
GERD/PSN/TOKEN/27 OF 2019-20
Open Tender
Civil Works
Item Rate
180 days
GERD PASHAN PUNE
As per tender doucments
8 documents required · 8 mandatory
₹500
Yes
GERD PASHAN PUNE
₹93,000
Yes
17 Mar 2020
5 Feb 2020
25 Feb 2020
6 Feb 2020
20 Feb 2020
15 Feb 2020
6 Feb 2020 - 14 Feb 2020
Amount
Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out any type of soil complete all as specified and directed.
Excavation over area n exc 1.50 m deep and getting out soft/disintegrated rock complete all as specified and directed.
Excavation over area exc 1.50 m and n exc 3.00 m deep and getting out soft/distegarated rock complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/dense soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/disintegrated rock complete all as specified and directed.
Excavating in post holes (or similar holes) and getting out, each n exc 0.5 cu. m, getting out soft/disintegrated rock, 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 n exc 50 m and making good surface complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soil complete all as specified and directed.
Removing excavated material exc 200 m and not exc 250 m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
Material an labour for PCC 1:3:6 Type C-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
Material and Labour for PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in fdn filling mass concrete complete all as specified and directed.
Supply and Fixing steel work in tubular trusses including special shaped washer etc complete using ERW or induction but post welded tubes conforming to IS- 1161-1979 grade St-240 including errection and fabrication complete all as specified and directed.
All as per item No 11 above but in vertical post/column etc
Supply and Fixing pre-painted galvalume aluminium 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 complete all as specified and directed.
Material and Labour for preparing new steel surfaces and applying two coat of synthetic enameled paint over a red oxide primer exc 10 cm width or grith complete all as specified and directed.
Material and Labour for forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed.
Material and Labour for broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
Material and Labour for PCC 1:4:8 type D2, 75mm thick using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed.
Material and Labour for PCC type B2 ,1:2:4 (40mm graded crushed stone aggregate) ,100mm thick as in floor and finish the surface even and fair without using extra cement complete all as specified and directed.
Material and Labour for forming Contraction (Dummy) joints 120 mm deep x 10mm wide, filled with sealing compound Grade A complete all as specified and directed.
Material and Labour for Pre-cast cement concrete block masonry with solid blocks of PCC 1:3:6, exc. 10 cm in width and setting in mortar in cement mortar 1:6 complete all as specified and directed.
Material and Labour for rendering 10mm thick in cement mortar 1:4 on conc surfaces finished even and fair without using extra cement complete all as specified and directed.
Material and Labour for extra forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex tra cement, including forms, moulds, mitred stopped ends complete all as specified and directed.
Material and Labour for plain cement conc (1:2:4) Type B1 (using 20mm graded crushed stone aggregate) as in coping, bed blocks etc including weathering slightly rounded or chamfered angles etc including necssary form work and finishing exposed surface fair and even complete all as specified and directed.
Material and Labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
Material and Labour for extra over stone walling granite of trap stone for hammer dressing with maximum depression not exc 40 mm from face from strainght edge to face stones and dressing of face beds and joints as specified of random rubble walling uncoursed or brought upto course complete all as specified and directed.
Material and Labour for Keyed pointing in cement mortar 1:3 to random rubble masonry uncoursed or brought upto course complete all as specified and directed.
Supply and Fixing 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed to walls or floor complete all as specified.
Material and Labour for form work 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 rough finished surfaces of concrete complete all as specified and directed.
Material and Labour for RCC nominal mix 1:2:4 (20 mm graded crushed stone aggregate) as in foundation, including rafts, footings, foundation beams, plinth beams bases for column etc basement slabs under reamed piles and mass concrete complete all as specified and directed.
Material and Labour for form work to sides of pillars, posts, struts, piers, columns and stanchians to rough finished surfaces of concrete complete all as specified and directed.
Material and Labour for RCC nominal mix 1:2:4 (20 mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed.
Material and Labour for TMT bars 10 mm dia and over cut to length, bent to shape required incliding cranking, bending spirally for hooking ends and binding with and including mild steel (annealed) wire not less than 0.90 mm dia complete all as specified and directed.
All as per above 32 item above but 8 mm dia and upto 10 mm dia as in stirrups, spacers and binders complete all as specified and directed.
Supply and Fixing 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, walkways, railings, framework of water tank and similar works conforming to Fe-290 gde-E 165 complete all as specified and directed.
Supply and Fixing mild Steel 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 coveringin Fe-290 (Gde E- 165). Doors, etc. to be prepared for hanging or sliding with and including either hooks and pintle hinge or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; incl errection and fabrication also fastening and fixing complete all as specified and directed.
Supply and Fixing 300mm long M.S sliding door bolt, bolt plate type stove enameled black with bright bolt not less than 12mm dia and including a minimum of six bolts and nuts four on bolt plate & two on staple plate complete all as specified and directed.
Material and Labour for rendering 5 mm thick on rough finish concrete surfaces in cement mortar 1:4 finished even and fair without using extra cement complete all as specified and directed.
Material and Labour for prepraring newly plastered surfaces of wall and applying two coat of exterior emulsion over a coat of primer after preparation of surfaces at any height including necessary scafolding etc complete all as specified and as directed.
Baljeet Singh Choudhari
Sunil Constructions
M/s S.R lahoti
sanjay m. suryawanshi
OM GANESH CONSTRUCTION
M/S.J.V.Datar
R. K. Industrial Fabricators
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