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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.1 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹39.3 L+₹27,528.89 (0.70%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹39.8 L+₹74,845.31 (1.92%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹39.8 L+₹75,376.94 (1.93%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹40.0 L+₹94,822.79 (2.43%)Rejected-Finance HOUSE NO 1 11 33 1 NEW ALWAL BOLARUM SECUNDERABAD 500010 | HYDERABAD | TELANGANA | 500010 | L5 | Rejected-Finance Other than L1 |
Tender Value
₹42.9 L
EMD Value
₹86,000
Closing Date
17 May 2024, 6:00 pmClosed
CWE (ARMY) SECUNDERABAD
Commander Works Engineers Mudfort, MES Office Complex Secunderabad-500 003
PROVN OF A VEH TRG SHED AND A VEH DRIVING TRACK 200 MTRS AT 2 TRG BN, 1 EME CENTRE UNDER AGE B/R (N) NO. I OF GE(N) SECUNDERABAD
2024_MES_650538_1
84587
Open Tender
Civil Works - Roads
Item Rate
90 days
SECUNDERABAD
As per NIT
7 documents required · 7 mandatory
₹500
GE(NORTH) SECUNDERABAD
₹86,000
16 Jul 2024
19 Apr 2024
24 May 2024
19 Apr 2024
17 May 2024
3 May 2024
Amount
Surface dressing not exc 15 thick in hard / dense soil,complete all as specified and directed.
Surface excavation in hard /dense Soil n exc 30 cm deep and averaging 15cm thick as in hard dense soil,complete all as specified and directed.
Excavation in trenches 1.5 mtr in width and not exc 1.5 mtr in depth for foundations, manholes and getting out in hard dense soil,complete all as specified and directed.
Excavating over areas, in hard or dense soil n exc 1.5 mtr deep and getting out,complete all as specified and directed.
Excavation in post holes or similar holes n.exc 0.50 cum and getting out/returning, filling in and ramming removing surplus soil to a distance n.exc 50 m in soft/loose soil,complete all as specified and directed.
Returning, filling in, in soils, including spreading, levelling, watering and well ramming in layers not exceeding 25cm., complete all as specified and directed.
M& L for removing excavated material n.exc 50 m and deposit and depositing where directed at a level not exc 1.5m above the starting point,complete all as specified and directed.
Removing excavated material / soils exc 250M but n.exc 500M and depositing where directed at a level not exc 1.5m above the starting point,complete all as specified and directed.
Removing excavated material / soils exc 500 mtr but n.exc 1.5 km and depositing where directed at a level not exc 1.5m above the starting point,complete all as specified and directed.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6,complete all as specified and directed.
M&L Flush pointing to block in course or ashlar masonry or concrete block walling in CM 1:3,complete all as specified and directed.
M & L PCC (1:4:8) type D-2 using 40 mm graded aggregate as in foundation and mass concrete, complete all as specified and directed.
M&L brick work with flyash bricks, straight or curvedradius, built in CM 1:6 using old size bricks, complete all as specified and directed.
M&L Half brick work with using fly ash bricks straight or curved on plan exc 6 mter mean readius built in cm 1:4,complete all as specified and directed.
M & L hard core of gauge n exc 63mm using broken brick deposited spread and levelled in layer n exc 15 cm thick watered and rammed to a true surface,complete all as specified and directed.
M&L 100 mm thick cement concrete 1:4:8 type D-2 ( 40mm graded stone aggregate ) in sub base of floor, complete all as specified and directed.
M & L PCC 1:2:4 type B-2 using 40 mm graded aggregate as in floor 100 mm thick finished even surfaces & making impressions of expanded metal while the concrete is green,,complete all as specified and directed.
Rendering 15mm thick in CM 1:6 finished even and smooth without using extra cement,complete all as specified and directed.
S&F plates(plain or chequered) channels, square cut or notched (ordinary and counter sunk) Fe-410-W(Gde-E-250) quality B forming holes without any attachment complete all as specified and directed
S&F of steel structure/frame made of MS box/pipe sections ERW or induction butt weld tubes conforming to IS-1161-1979 grade st 240 as in columns,purlins and truss complete fitting as directed including one shop coat of red oxide primer and two coats of synthetic enamel paint complete all as directed.
S&F 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.
S&F Pre painted Galvalume aluminium zinc coating GI based plain sheet as in ridge / wall cladding 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.
Preparing new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, complete all as specified and directed.
M&L for preparation of new plastered wall surfaces and applying three coats of white wash on walls, complete all as specified and directed.
Material & Labour for plain cement concrete (1:3:6) type B2 (using 40 mm graded crushed stone aggregate), 100 mm thick as in sub-base to receive floor finishes,complete all as specified and directed.
M&L chequered cement concrete tile 20CM x 20CM x 19 to 20 mm thick with grey cement and pigment set, jointed and pointed in neat cement slurry over and including 15 mm thick screed bed or bedding layer of cement mortar 1:6 for laying floor finishes. Conforming to IS. (Tiles shall not be add at site. Items shall be got tested at NTH at contractors cost),,complete all as specified and directed.
M&L Machine cut cudappah stoneslab 20-25mm thick over cementscreed base, laid and jointedwith grey cement slurry mixedwith pigment to match the shadeof the slab including rubbingand polishing, complete all as specified and directed.
Rolling and consolidating formation surfaces with 8 to 12 tonne power roller,complete all as specified and directed.
M & L hard core of gauge n exc 63mm using broken brick deposited spread and levelled in layer n exc 15 cm thick watered and rammed to a true surface,complete all as specified and directed.
Soling (or sub base) spread thickness 200mm, with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified and directed.
Water bound macadam (WBM) 150mm thick (compact thickness) in two layers with coarse aggregates of grading 2 (63 to 40mm) size aggregate or of grading 3 (50 to 20mm)size aggregate of granite, trap or basalt, spread, watered and rolled with 8 to 10 ton power roller and consolidated to required gradient and camber,complete all as specified and directed.
M&L 100mm thick cement concrete 1:4:8 type D-2 ( 40mm graded stone aggregate ) in sub base of floor,complete all as specified and directed.
M&L for PCC 1:2:4 type B1 (using 20mm graded aggregate) in copings, kerbs, channels, water through and the like including weathering, slightly rounded or chamfered angles and throating as directed chamfered necessary for work,complete all as specified and directed.
M & L Stone sett flooring/ pitching with stone setts of size 250mm to 300mm lomg and wide and 450mm deep snad set in in 1 : 2 bedded in CM 1:3, joints 20mm thick , grouted in Cement and admixture of metallic floor hardener 5%by weight of cement and struck, complete all as specified and directed.
SKY CONSTRUCTIONS
K CHANDRAPAL REDDY
KASHISH CONSTRUCTIONS
B Sreepathy Rao & Sons
KOGANTI CONSTRUCTION COMPANY
SAI RUPA CONSTRUCTIONS
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