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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-AOC 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | L1 | Accepted-AOC Being 1st Lowest | |
| 2 | L2₹22.8 L+₹30,499.60 (1.36%)Rejected-Finance | L2 | Rejected-Finance Being 2nd Lowest | |
| 3 | L3₹23.3 L+₹85,000.90 (3.78%)Rejected-Finance 578 AVAS VIKAS JANAKPURI B IZATNAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | L3 | Rejected-Finance Being 3rd Lowest | |
| 4 | L4₹29.0 L+₹6.6 L (29.2%)Rejected-Finance A 1 BLOCK 2 HATHITHAN HATHITHAN VILLAGE TOWN JALALNAGAR CITY SHAHJAHANPUR SHAHJAHANPUR UTTAR PRADESH 242001 INDIA | SHAHJAHANPUR | UTTAR PRADESH | 242001 | L4 | Rejected-Finance Being 4th Lowest | |
| 5 | L5₹32.4 L+₹10.0 L (44.3%)Rejected-Finance 687 ARYA NAGAR POWAYAN ROAD SHAHJAHANPUR 242001 UP | SHAHJAHANPUR | SHAHJAHANPUR | UP | 242001 | L5 | Rejected-Finance Being 5th Lowest |
Tender Value
₹24.5 L
EMD Value
₹49,000
Closing Date
20 Feb 2023, 6:00 pmClosed
GE EAST BAREILLY
Garrison Engineer East Military Engineer Services Shahjahanpur Road Bareilly Cantt
PROVN OF SEPTIC TANK WITH SOAK WELL IN P-40 AT BAREILLY AND PROVN OF SHED OVER ASSEMBLY STAGE OF KV NO-2 AT SHAHJAHANPUR CANTT UNDER GE (EAST) BAREILLY.
2023_MES_576598_1
8241/E8
Open Tender
Civil Works
Item Rate
183 days
BAREILLY
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE EAST BAREILLY
₹49,000
Yes
2 Mar 2023
23 Jan 2023
22 Feb 2023
23 Jan 2023
20 Feb 2023
6 Feb 2023
23 Jan 2023 - 30 Jan 2023
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out of soft/loose soil complete all as specified and directed.
Excavating in trenchs, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out soft/loose soil.
Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm in soft/loose soil complete all as specified and directed.
Removing excavated Soil material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point beyond A1 defence land with contractors own arrengment complete all as specified and directed.
M&L for Plain cement concrete 1:5:10, type E2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M &L 100 mm thick PCC 1:4:8, type D2 (using 40mm agg as in sub base complete all as spd and directed
Mild steel rag or lewis bolts screwed one end with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, length of bolt exc 30 cm long dia of neck 20mm
All as per Srl item No. 7 here in before but n exc 15 cm long and dia of neck 12 mm
M&L for TMT steel 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 theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to bar complete all as specified and directed.
S&F TMT bars 5mm and over upto and including 10mm dia in stirrups, spacers and binders bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
M&L RCC 1:2:4 type B1 using 20 mm graded aggregate as in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns, etc; basement slabs, under reamed piles and mass concrete complete all as specified and directed.
M&L for 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. confirming to Fe-410 (Gde-E-250) quality-A complete all as specified and directed.
S&F compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps , bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates etc. confifming to Fe-410 (Gde-E-250) quality-A complete all as specified and directed.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410-W (Gde E-250) quality-A complete all as specified and directed.
Pre-painted galvatume aluminum 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 crews as specified
S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in ridges, roof covering/clading to wall, fixed with self tapping screws as specified.
M&L applying two coats of synthetic enamel paints on new steel surfaces over a coat of red oxide primer including surface preparation complete all as specified and directed.
M&L for plain cement concrete 1:4:8, type D2 (using 40 mm graded stone aggregate) in foundations filling and mass concrete complete all as specified and directed.
M&L for brick work with fly ash bricks, straight or curved on plan exc. 6 m mean radius, built in CM (1:6) complete all as specified and directed.
M&L for PCC 1:2:4 type B1 using 20mm traded stone aggregate as in Coping / benching including necessary form work and finishing all exposed surfaces of concrete complete all as specified and directed.
M&L Factory made Machine pressed pre-cast concrete interlocking coloured paver block, Glossy finish and shape and size conforming to IS-15658-2006 of 100 mm thickness M-50 grade with grey cement and pigment laid dry over and including 50 mm thick stone dust or sand base and compacted using vibrator complete all as specified and directed. Note:- Pattern and colour of Machine pressed paver block shall be approved GE
M&L Machine pressed precast cement concrete factory made kerb stone of size 300 x100 x450 mm of PCC (1:2:4), type B-0 (using 12.5 mm graded stone agg),Glossy finish including weathering, slightly rounded or chemferred angles and throating, jointed in CM 1:4 and also including excavation and removing complete all as specified as directed.
M&L for concrete bed to 150mm bore drain pipe including packing under, and haunching against the sides of pipes after they are laid and tested; in plain cement concrete 1:4:8, type D-2 complete all as specified and directed.
M&L 150 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointes make leakage free with cement mortar 1:2 complete all as specified and directed.
M&L for Precast manhole covers 1:2:4, type B-1 (using 20 mm graded stone aggregate) of size as per site requirement including finishing the surfaces even and smooth including making holes and inserting MS conduit pipe with provision of MS round bar 10mm dia made in shape for lifting the manhole cover 2 Nos. with each cover complete all as specified and directed.
M&L framed work of flat iron minimum 3mm thick for manhole covers all round of RCC 1:2:4 with sharp edges and grindiing the all corners including all welding and welding the TMT bar including all painting etc., complete all as specified and directed. Note:-RCC 1:2:4 and TMT bars shall be measured and paid in separate relevent items as above
M&L for rendering 15mm thick fair faces of brick work or on concrete surfaces of External in CM(1:4) finished the surface even and smooth wihtout using extra cement all as specified and directed.
M&L for Septic tanks for 100 users, exc, in any type of soil, foundation in PCC 1:2:4, fly ash brick work in CM 1:4, RCC Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludge chambers etc., complete. all as per CEBZ TD Drg No-TD/217 Sheet 1 to 7 as attached.
M&L for Soakage wells exc, in any type of Soil, Foundation in PCC 1:3:6, walls of Honey combed and solid witj flyash brick and bend in RCC nominal mix 1: 1½: 3 Concrete, including intercepting chamber, screen chamber fly ash Brick work in CM, RCC cover slab in RCC nominal mix 1: 1½: 3 Concrete / filling with brick bats, complete of size 3.6 M dia X 6.0 M deep all as per CEBZ TD Drg No-TD/309 Sheet 1 to 4 as attached.
M/S ABHISHEK ENTERPRISES
UTTRAKHAND BUILDERS
M/S WASEEM KHAN CONTRACTOR
M/S MANSI TRADERS
M/S DEEN ENTERPRISES
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