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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.5 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₹32.5 L+₹6.0 L (22.5%)Rejected-Finance 10 SANJAY HSG SOCIETY RACCA COLONY SHARANPUR ROAD NASHIK 422 002 | NASHIK | MAHARASHTRA | 422002 | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹33.2 L+₹6.7 L (25.4%)Rejected-Finance R H NO 14 ADITYA PALACE PATOLE MALE B H SUMAN HOSPITAL JAI BHAWANI ROAD NASIK ROAD 422102 | NASIK | NASHIK | MAHARASHTRA | 422102 | L3 | Rejected-Finance Not lowest | |
| 4 | L4₹33.2 L+₹6.7 L (25.4%)Rejected-Finance | L4 | Rejected-Finance Not lowest | |
| 5 | L5₹33.4 L+₹6.9 L (26.1%)Rejected-Finance 154 HANUMAN MANDIR DIKSHI TAL NIPHAD DIST NASHIK 422 302 | NASHIK | MAHARASHTRA | 422302 | L5 | Rejected-Finance Not lowest |
Tender Value
₹38.8 L
EMD Value
₹77,660
Closing Date
11 Feb 2023, 6:00 pmClosed
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006
As per Tender Documents
2023_MES_575108_1
GE/NRC/8957/E8
Open Tender
Civil Works
Item Rate
270 days
Garrison Engineer Nasik Road
As per NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer Nasik Road
₹77,660
Yes
2 Mar 2023
14 Jan 2023
13 Feb 2023
14 Jan 2023
11 Feb 2023
28 Jan 2023
Amount
Surface dressing n exc 15 cm deep complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard soil complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but not exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m but not exc 3.0 m in depth and getting out in hard soil complete all as specified and as directed.
Removal of surplus soil to a distance not exceeding 250 m from the starting point and depositing where directed at a level not exceeding 1.5 m from the starting point complete all as specified and as directed.
M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base of floor complete all as specified and directed.
M&L for TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hopping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0,9 mm dia or securing with clips quality confiring to Fe-410 complete all as specified and directed.
All as per item No. 6.00 but 6mm to 8mm dia complete all as specified and directed.
All as per item No. 6.00 but 5mm dia and over upto and incuding 10mm dia in stirrups tie, spacers and binder complete all as specified and directed.
M&L for form work to sides of concrete foundations,footings bases of coloumns raft and raft beams,sides and soffits (if any) of foundation and plinth beams, and similar work,vertical or to batter for rough finished surface of concrete complete all as specified and directed.
M&L for RCC M-20 design mix (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases fo columns, etc,basement s;abs, under-reamed piles and mass concretecomplete all as specified and directed.
M&L for form work to sides of pillars, posts,struts,piers,columns etc or to batter for rough finished surface of concrete complete all as specified and directed.
M&L for RCC M-20 design mix (using 20mm graded stone agg) as in columns, pillars piers, posts and struts complete all as specified and directed.
Returning, filling in including spreading, levelling watering and well ramming in layers not exceeding 25cm in hard and dense soil complete all as specified and directed.
Removing excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M&L for moorum filling under floors or paving laid in layers n.exc 15cm thick, spread, levelled and rammed including watering complete all as specified and directed. Note:- Moorum to be broght from outside MoD land.
M&L for Machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006of 60 mm thickness, M-35 Grade with grey cement and pigment over and including 25 mm thick compacted sand layer complete all as specified and directed.
M&L for Hardcore Broken stone or boulders of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface
M&L for 75 mm thick PCC 1:4:8 typce D-2(using 40 mmm graded stone aggregate) as in sub base to floors complete all as specified and as directed.
M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed
M&L for Virified Ceramic tiles 8-10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. Over and including 20 mm thick screed bed in CM 1:6 for laying floor finishes and set and jointed in neat cement slurry and pointed in white or coloured cement to match
M&L for vitrified tile 8-10 mm thick as in skirting/riser of steps laid over 10 mm thick back coat in CM 1:4 complete all as specified and as directed.
M&L for Brick work with fly ash bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for 15mm thick cement plaster in cm 1:4 on fair faces of brick or concrete surfaces and finishing the surface even and smooth (without using extra cement) complete all as specified and as directed.
M&L for 10mm thick cement plaster in cm1:6 on fair faces of brick or concrete surfaces and finishing the surface even and smooth (without using extra cement) complete all as specified and directed.
M&L for preparation of new plastered surface and applying two coat of oil bound distemper over a coat of primer over 3 mm thick wall care putty of approved make on wall surfaces complete all as specified and as directed.
M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.
M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.
M&L for RCC M-20 design mix (using 20mm graded stone agg) lintel beams, roof beams, cantilevers ,chajjas bressumers, lintels over 1.5m span complete all as specified and directed.
M&L for form work to edges of rough finished surfaces of concrete flats, treads, breaks in floors, windows cills,concrete railing, openings in concrete walls floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n.exc 20 cm wide complete all as specified and directed.
S&F Steel work in tubular trusses,purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete fabrication and erection at site as per drgs.
S&F for framed work as in plates (plain or chequred) channels, square cut or notched with fabriction and erection of FE 410-W (Gde E-250) auality A (ordinary and counter sunk) forming holes over and including anchor bolts of required sizes complete all as shown in drgs.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall,fixed with self tapping scews as specified.
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 roof covering/cladding to wall, fixed with self tapping screws as specified
M&L for preparation of new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of aluminium paint over a coat of aluminium primer
M&L for 18 to 20mm thick Granite (Telephonic black/Ruby red) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite 18 to 20mm thick. all as specified and directed.
Rounding to edges of stone slabs one edge, such as in steps,cooking platform and other similar work.
M&L for Aluminium (minimum 50 micron powder coated) frame for doors, window, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified.
M&L for 5.5mm thick sheet glass plain or tinted ordiner quality, fixed in windws.
M&L for Stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staple or fixed in alumium frames.
S&F 12 mm thick toughned glass door over and including all fittings and fixtures i.e. locking arrangements,pivot floor spring complete all as approved by Garrison engineer.
S&F PVC (SWR) 150 pipes single socketed in any length with rubber ring joints fixed to walls over and including necessary fixing arrangements to take roof water into rainwater pipe to the entire satifaction of the engr-in-charge.
S&F solid PVC frame of size 50 x 95 mm made out of 5 mm thick plain colour PVC sheet reinforced with MS Square tube,with necessary arrangement for fixing of glass for lourver type window/ventilator and additional PVC beading around the frame for fixing of wire mesh complete all as specified and shown on drgs.
M&L for Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area
M&L for Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured)
M&L for Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface
M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area
M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area
M/S SAMEER SUBHASH PATANI
SVT ENGINEERS AND CONTRACTOR.
Sky Vision Construction
MAHIMA CONSTRUCTION
Kishor Suresh Patil
Kaushalya Buildcon
M/s Ravi Electrical
Bidder Name
MAHIMA CONSTRUCTION
M/S SAMEER SUBHASH PATANI
SVT ENGINEERS AND CONTRACTOR.
M/s Ravi Electrical
Abhiraj Enterprises
Kaushalya Buildcon
Sky Vision Construction
Kishor Suresh Patil
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