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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.9 LAccepted-AOC FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹37.3 L+₹26,591.25 (0.72%)Rejected-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹38.3 L+₹1.3 L (3.43%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹41.2 L+₹4.2 L (11.3%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹43.0 L+₹6.0 L (16.1%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
26 Jul 2023, 6:00 pmClosed
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP ComplexNear AOP Gate PO Gandhinagar Nasik 422006
As per Tender Documents
2023_MES_606356_1
GE/NRC/8985/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer Nasik Road
As per NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer Nasik Road
₹92,000
Yes
16 Aug 2023
28 Jun 2023
28 Jul 2023
28 Jun 2023
26 Jul 2023
12 Jul 2023
Amount
Demolition of brick work built in cement mortar (including coping)
Demolition of Cement Concrete of any description in ground floor & paving n.exc. 15 cm thick(below or above ground level)
Dismantling of stone slabs & tiles of any description or thickness (except ceramic tiles) in floors, aprons etc laid bedded & pointed in any mortar complete all as specified and directed.
M&L for 75mm thick cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregate) in sub base of flooring/hard standing.
M&L for rubber moulded machine pressed precast interlocking paver block with gray cement any shape and size confirming to IS 15658-2006 of 60mm thickness, M-25 grade laid on 30mm thick stone dust cushioning laid dry to the profile complete all as specified and directed.
M&L for brick work with fly ash brick straight or curved on plan exc. 6 mtr mean radius, built in CM 1:6 with old size bricks.
Demolition of Cement Concrete of any description in ground floor & paving n.exc. 15 cm thick(below or above ground level)
M&L for 100mm thick cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregate) in sub base of flooring/hard standing.
Demolition of brick work built in cement mortar (including coping)
M&L for brick work with fly ash brick straight or curved on plan exc. 6 mtr mean radius, built in CM 1:6 with old size bricks.
M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in coping
M&L for rendering 15 mm thick in on fair faces of brick work or concrete surfaces or stone masonary surfaces in cement mortar(1:4) finishing even and smooth without using extra cement complete all as specifed and directed
M&L for rendering 15mm thick on other than fair faces of bricks work or concrete surfaces or stone masonary surfaces with cement mortar 1:4 finished even and smooth (without using extra cement) complete.
M&L for preparation of newly plastered surfaces and applying two coats of white wash complete all as specified and directed by EIC.
Dismantlling of stone masonry, built in cement mortar including all quoins, arches, pillars etc.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, brought up to course built in cement mortar 1:6
Ditto all as per item No 3 above but except stone
M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.20 mm as specified to trap or granite stones , of random rubble walling, uncoursed or brought upto courses
M&L for Providing precast cement concrete louvres and jallies Type B-0 (1:2:4) in CM 1:4, 25mm thick (mea-sured solid), including all mouldings but excluding frame
M&L for Reinforced cement concrete M-25 in foundations,including rafts,footings foundation beams,bases for columns
All as per Item No. 20.00 above but as in columns,pillars,piers,posts and struts
M&L for form work to sides of concrete foundation, footing, bases and columns, raft and raft beams, sides and soffits of foundation and plinth beams .
All as per Item No. 22.00 above but as in pillars,columns but for smooth finished surfaces
M&L for Extra on formwork for filleting to produce external or internal splayed,chamfered or bullnosed angle,exceeding 25mm width
M&L for 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 wir (annealed) not less than 0.9mm dia or securing with clips
All as per Item No.25.00 above but 5mm dia and over upto and including 10mm dia in stirrups, spacer and binders
M&L for hand cut cudappa stone slab 16 -18 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete Note: screed bed layer measured seperately complete all as specifed and directed
Dismantling posts or struts (wood, steel or R.C.C.) any section embeded in concrete, including taking out embedded portion and making good disturbed ground
Excavating in post holes (or similar holes) each n exc 0.5 cum in soft/loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface
M&L for PCC 1:3:6 type C2 (using 40mm graded aggregate ) in foundation for post holes
S&F in repairs Galvanised. 2 strand, steel barbed wire 2.20 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing as directed by EIC (each line wire to be measured)
Dismantling structural steel work including doors, gates but excluding framed truss etc
S&F Framed work such as MS grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165
Dismantling fencing wire mesh, any type
Supply only chain link fencing MS galvanised incl line wire any mesh size & standard rails , straightning bolts etc including providing of binding wire exc 4 kg/sqm
Fixing only chain link fencing including MS galvanised incl line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire exc 4 kg/sqm
S&F mild steel 10m dia and over cut to length, bent to shape requred, including cranking, bending, spirally for hooping for coumns, hooking ends binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality confirming to TMT bars.
All as per Item No. 37.00 but 6mm to 8mm dia
M&L for two coat synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description over 10cm in width or girth not otherwise described including preparation of new surfaces.
S&F Mild steel screw bolts (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 10 cm but n exc 15cm long dia of neck in mm 16 mm to 20 mm complete alll as specified and directed.
S&F steel work in such post and struts in fencing including cutting tops 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 Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in , etc., and similar work conforming to Fe-290 Gde E-165 rails braces holdfast etc
S&F rolled mild steel joist, channel, angle, flat section fixed independently without connecting plates or MS tubular sections etc (cut to ordinary length i.e. within 20mm length indicated) grade Fe 290 (E 165) all as directed by Engr in Charge
Dismantling asbestos cement (corrugated,semi corrugated)sheets in roof covering
Dismantling wrought iron or mild steel work of any description not otherwise provided for including gas cutting, welding etc.
S&F Steel work in tubular trusses including special shaped washer etc. tubular purlins post, rafter including necessary cutting welding etc complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication complete all as specified and directed
M&L for preparation of new steel surfaces of any description over exc 10 cm girth or width and applying two coat of synthetic enamel paint complete all as specified and 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 in roof covering/cladding to wall, fixed with self tapping screws as specified
S&F pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridges, hips, valley gutter, drip and straight flashing.
S&F Framed work rolled mild steel plain angle cleats and plate for securing purlins to ragfter and similar small articals confirming to Fe-410-0 or Fe -250- as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete complete all as specified and directed.
NOTE : - AMOUNT OF SCHEDULE OF CREDIT RS. 1,11,628.00 WILL BE DEDUCTED FROM TOTAL AMOUNT OF BOQ.
Alpha Construction
Vinod Enterprises
M/S K. K. Construction
Ranmale Developers
Bidder Name
M/S K. K. Construction
Alpha Construction
Vinod Enterprises
Abhiraj Enterprises
Ranmale Developers
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