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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.1 LAccepted-AOC | L1 | Accepted-AOC THE LOWEST TENDERER | |
| 2 | L2₹43.1 L+₹898 (0.02%)Rejected-Finance | L2 | Rejected-Finance NOT THE LOWEST TENDERER | |
| 3 | L3₹43.4 L+₹31,115 (0.72%)Rejected-Finance | L3 | Rejected-Finance NOT THE LOWEST TENDERER | |
| 4 | L4₹46.5 L+₹3.5 L (8.03%)Rejected-Finance | L4 | Rejected-Finance NOT THE LOWEST TENDERER | |
| 5 | L5₹47.8 L+₹4.7 L (11.0%)Rejected-Finance | L5 | Rejected-Finance NOT THE LOWEST TENDERER |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
23 Jan 2023, 6:00 pmClosed
GE MH AND RH KIRKEE
Military Engineer Services Garrison Engineer MH and Range Hills Range Hills Road Kirkee Pune 411003
CONSTRUCTION OF STORAGE SHED AT CSD DEPOT KIRKEE UNDER GE MH AND RH KIRKEE
2022_MES_571774_1
8387/E8
Open Tender
Civil Works
Item Rate
180 days
GE MH AND RH KIRKEE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE MH AND RH KIRKEE
₹90,000
23 Feb 2023
28 Dec 2022
25 Jan 2023
28 Dec 2022
23 Jan 2023
11 Jan 2023
28 Dec 2022 - 16 Jan 2023
Amount
Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in soft / loose soil complete all as specified and directed
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out hard / dense soil complete all as specified and directed
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft / disintegrated rock complete all as specified and directed
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out hard rock complete all as specified and directed
M&L for PCC M-10 grade (nominal mix) using 40mm graded stone aggregate cement concrete in foundations, filling and mass-concrete all as specified and directed
M&L for RCC M-25 (design mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete all as specified and directed
M&L for RCC M-25(design mix) as in Columns, pillars, piers, posts and struts all as specified and directed
M&L for RCC M-25 grade (design mix) in Beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed.
M&L for Returning filling in including spreading, levelling watering and well ramming in layers not exc 25 cm all as specified and directed
M&L for Removing excavated soil to a distrance exceeding 250 m and not exceeding 500 m and depositing where directed at a level n.exc 1.5 m above starting point complete all as specified & directed.
M&L for Precast cement concrete block masonry with solid block type C1,1:3:6, straight or curved on plan exc 6 m mean radius, built in CM 1:6.all as specified and directed
M&L for 10mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces finishing surface even and fair without using extra cement complete all as specified and directed
M&L rendering 15 mm thick (10mm + 5mm) plaster on fair face of brick work in CM 1:4 and surface finished even and fair by mixing liquid water proofing compound as per manufacturers instructions complete. Note : Liquid WPC shall be measured & paid seprately under relevant item of this BOQ.
Supply only liquid water proofing compound hydroseal-W+ or eqivalent (for plaster hardening, to control efflorescence & fungal growth) as approved by GE.
M&L for 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed
M&L for TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed
All as per item No 15 above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified and directed
M & L for steel 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 for rough finished flat surfaces of concrete complete all as specified and as directed.
M & L for steel formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed.
S&F Mild steel screw bolts 20-36mm dia of neck (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut,exc 15cm n.exc 22.5cm long all as specified and directed.
S & F hot rolled medium and high tensile structural steel of Fe-410W grade E 250 quality A conforming to IS 2062: 2011 as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and as directed.
S & F hot rolled medium and high tensile structural steel of Fe-410W grade E 250 quality A conforming to IS 2062: 2011 as in 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. complete all as specified and as directed.
S & F hot rolled medium and high tensile structural steel of Fe-410W grade E 250 quality A conforming to IS 2062: 2011 as in 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 complete all as specified and as directed.
S & F hot rolled medium and high tensile structural steel of Fe-410W grade E 250 quality A conforming to IS 2062: 2011 as in 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. complete all as specified and as directed.
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as per IS 15965: 2012 in roof covering fixed with self tapping screws including dismantling old roof sheet CGI / PGI complete all as specified & directed by Engineer-in-Charge.
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as per IS 15965: 2012 ridge, eaves gutters with end stops,drop ends or nozzles etc as required at site,eaves board etc, fixed with self tapping screws all as specified and directed
S&F 2mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugation side lap fixe with coach screw and washer in roof, wall etc. fixed flat or bent to a curve of any radius all as directed at site.all as specified and directed
M&L for preparation of untreated new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint ( 1st quality ) over a coat of red oxide primer complete all as specified and as directed.
M&L preparing newly plastered surface of wall and applying two coats of colour wash over a coat of whitewash. all as specified and directed
M&L for filling under floor available earth/Moorum in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering all as specified and directed
M&L for broken stone and Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed
M&L for 100mm thick RCC M-25 (design mix) using 20 mm graded aggregate)as in floor,finished even and fair (without using extra cement) and Finishing surface by brooming to top layer all as specified and directed
M&L for Polythene film black 50 micron laid under floors all as specified and directed
M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade A all as specified and directed
S&F Steel rolling shutters, thickness of lath 1.25 mm with gear operatedwith bowel gear box and crank handle , as specified including top cover, anchoring rod, hasp and staple and one shop coat of red oxide primer; erected in position as indicated, completed all as specified and directed
M&L for preparation of primed steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint ( 1st quality ) complete all as specified and as directed.
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