Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.8 LAccepted-AOC | 1 | Accepted-AOC Being lowest | |
| 2 | 2₹25.3 L+₹1.5 L (6.29%)Rejected-Finance | 2 | Rejected-Finance Not being lowest | |
| 3 | 3₹25.3 L+₹1.5 L (6.48%)Rejected-Finance | 3 | Rejected-Finance Not being lowest | |
| 4 | 4₹27.2 L+₹3.4 L (14.4%)Rejected-Finance A 1 BLOCK 2 HATHITHAN HATHITHAN VILLAGE TOWN JALALNAGAR CITY SHAHJAHANPUR SHAHJAHANPUR UTTAR PRADESH 242001 INDIA | SHAHJAHANPUR | UTTAR PRADESH | 242001 | 4 | Rejected-Finance Not being lowest |
Tender Value
₹27.9 L
EMD Value
₹55,900
Closing Date
18 Nov 2021, 6:00 pmClosed
HQ CWE Agra
112 Taj Road Agra Cantt
PROVN OF COVERED TRG SHED AT CR-1 FIRING RANGE AND INF BN (TA) JAT AT FATEHGARH CANTT
2021_MES_483108_1
86084/E8
Open Tender
Civil Works
Item Rate
180 days
Fatehgarh
MES contractors enlisted in Class D category a(i) for unenlisted contractors meeting the enlistment criteria corresponding to value class and category of work
8 documents required · 8 mandatory
₹500
AGE (I) Fatehgarh
₹55,900
Yes
21 Dec 2021
21 Oct 2021
24 Nov 2021
21 Oct 2021
18 Nov 2021
4 Nov 2021
21 Oct 2021 - 28 Oct 2021
Amount
M & L for Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed.
M & L for Surface dressing n. exc. 15 cm deep and getting out in soft / loose soil complete all as specified and directed.
Excavation in trenches, n exc 1.5 M wide and n exc 1.5 M in depth; for foundation, n exc 10 sqm on plan and getting out in any type of soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed.
Removing Excavated material n. exc. 50 M and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed.
M & L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass-concrete or in lean concrete etc complete all as specified and directed.
M & L for reinforced cement concrete design mix M-25 (using 20 mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed. (Note - Reinforcement will be measured and paid separately).
M & L for reinforced cement concrete design mix M-25 (using 20 mm graded stone aggregate) as in Columns, pillars, piers, posts and struts etc complete all as specified and directed. (Note - Reinforcement will be measured and paid separately).
M & L for reinforced cement concrete design mix M-25 (using 20 mm graded stone aggregate) as in tie Beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed. (Note - Reinforcement will be measured and paid separately).
M & L for brick work with sub class `B' bricks, (old size) straight or curved on plan exc 6m mean radius, built in CM 1:6 in superstructure etc complete all as specified and directed.
S & F for mild steel roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc conforming to Fe 410-W (Gde E-250) quality B including notching, fitting, riveting and welding etc complete all as specified and directed.
S&F for mild steel rolled sections as in main and cross beams, hip and jack rafters purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates etc conforming to Fe 410-W (Gde E-250) quality B complete all as specified and directed.
S&F mild steel work conforming to Fe 410-0 (Grade E-250 quality A) in nosing to steps including embeding in concrete and screwing etc, wind ties for roof including securing bolts, posts & struts in fencing including cutting top 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 complete all as specified and directed.
S & F for Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping steel screws complete all as specified and directed.
S & F for Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in ridge, roof covering/cladding to wall, fixed with self tapping steel screws complete all as specified and directed.
M & L for two coat of Synthetic enamel paint over a coat of red oxide primer inclung preparation of newly steel surfaces any description, over 10cm in width or girth, not otherwise described complete all as specified and directed.
M & L for rendering 05 mm thick in CM 1:4 on brick or concrete surfaces, finished even and fair without using extra cement complete all as specified and directed.
M&L for rendering 15 mm thick in CM 1:6 on brick or concrete surfaces and finished the surface even and smooth without using extra cement complete all as specified and directed.
M & L three coats of white wash as in walls, column surface as in soffits of slab, beam etc including preparing of newly plastered surfaces etc etc complete all as specified ad directed.
M&L 75mm thick cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregates as in plinth protection finishing cement concrete even and fair without using extra cement making 10mm wide and 30mm deep joints at each corner and at every 3.00 mtr interval filling the same with mastic filling i.e one part of bitumen 85/25 and 3 part of sand complete all as specified and directed.
M & L for 75mm thick Cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) for flooring finished even and smooth without using extra cement including laid in alternate bays and joints filled with sand and bitumen mix in 1:1 etc complete all as specified and directed.
M & L for 75 mm thick Cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregate) as in flooring and lean concrete etc complete all as specified and directed.
M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering and well ramming etc complete all as specified and directed.
M & L for 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 etc complete all as specified and directed.
M & L for form work as in sides of columns etc complete all as specified and directed.
M & L for form work as in roof beams etc complete all as specified and directed.
M & L Mild steel TMT bars 10mm dia and over, 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 0.9mm dia or securing with clips etc complete all as specified and directed.
M & L for MS TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders etc complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade in floors with grey pigment and cement over sand cushion of 25 mm thick complete all as specified and directed.
M&L for PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in kerb stone etc complete all as specified and directed.
M/S shree traders
M/S S P CONSTRUCTION
M/S WASEEM KHAN CONTRACTOR
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .