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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.5 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹30.5 L+₹1.0 L (3.52%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹35.0 L+₹5.5 L (18.6%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹37.3 L+₹7.8 L (26.5%)Rejected-Finance PLOT NO 76 CIV SOCIETY MUKUND NAGAR AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹37.9 L+₹8.4 L (28.4%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹41.9 L
EMD Value
₹83,900
Closing Date
19 Dec 2022, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, OSNLWO ROAD, DEOLALI (MH)
AS PER TENDER DOCUMENTS
2022_MES_565538_1
88545/E8
Open Tender
Civil Works
Item Rate
180 days
AHMEDNAGAR
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE NORTH AHMEDNAGAR
₹83,900
Yes
14 Jan 2023
26 Nov 2022
21 Dec 2022
26 Nov 2022
19 Dec 2022
13 Dec 2022
27 Nov 2022 - 5 Dec 2022
Amount
Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Hard/ Dense soil, 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 50m & making good surface
Excavation over areas not exceeding 1.5 M deep and getting out in Hard/ Dense Soil
Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil.
Returning filling under floor including spreading, watring and well ramming in layer n.exc 25cm each in hard/dense soil.
Removing excavated material exc 250m and depositing where directed at a level n exc 500 m above the starting point.
M&L PCC 1:4:8 type D-2(40mm graded aggregate) in foundation , sub base, filling and mass concrete.
M&L Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar (1:6)
M&L for rendering 10mm thick in CM 1:4 on fair face of brick work or concrete surfaces finished even and smooth surfaces using without extra cement.
M&L for preparation of newly plastered or unplastered surface and applying three coats of white wash on wall.
S & F Rolled 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 confirming to Fe 410 - W (Gde E-250)quality-A,
S & F Rolled Mild Steel Plates (plain or Chequered) channels, square cut or notched, forming holes, with riveted, bolted or welded attachment confirming to Fe 410 - W (Gde E-250)quality-A,
M&L for Pre- painted galvalume 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 screws as specified
Moorum filling in floors/pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed/ rolled including watering to required level and gradient.
M & L for 75 mm thick plain cement concrete 1:3:6 type C2, using 40 mm graded stone aggregate as in sub base all as directed.
M&L, Hardcore of broken stone of gauge n exc 63mm deposited, spreaded & levelled in layers n exc 15cm thick including watering and ramming etc complete.
M&L for Machine pressed precast concrete interlocking paverblock any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade over a 50 mm thick stone dust all as directed.
Preparation of new or previously untreated steel surfaces of any description, over 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.
M&L Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Hard/dense soil
M/L Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in Hard/dense soil
Providing and laying at or near ground level factory made coloured kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete
M & L for 100mm thick plain Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) as in sub base all as directed.
M/L Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green
Providing and laying rubber moulded glossy finish 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete
M/s. Chhtrapati Construction(Propa. Lokesh Anant Salunke)
M/s. A P INFRA
HG PATHAN CONSTRUCTION COMPANY
OM SAI ASSOCIATES
DAKSH ENGINEERS AND BUILDERS
M/s A G Gund
MS. G.A. CONSTRUCTION
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