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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹28.2 L+₹1.4 L (5.40%)Rejected-Finance FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | L2 | Rejected-Finance Not lowest | |
| 3 | L3₹28.4 L+₹1.7 L (6.19%)Rejected-Finance | L3 | Rejected-Finance Not lowest | |
| 4 | L4₹29.9 L+₹3.2 L (12.0%)Rejected-Finance 154 HANUMAN MANDIR DIKSHI TAL NIPHAD DIST NASHIK 422 302 | NASHIK | MAHARASHTRA | 422302 | L4 | Rejected-Finance Not lowest | |
| 5 | L5₹33.0 L+₹6.3 L (23.4%)Rejected-Finance | L5 | Rejected-Finance Not lowest |
Tender Value
₹42.8 L
EMD Value
₹85,600
Closing Date
3 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006
As per Tender Documents
2024_MES_663049_1
GE/NRC/8682/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
₹85,600
Yes
15 Oct 2024
29 Jun 2024
5 Sept 2024
29 Jun 2024
3 Sept 2024
13 Jul 2024
Amount
Demolition of brick masonary built in cement mortar of any description.
Demolition of reinforced cement concrete (reinforcement cut as required to faciliate demolition) of any descreption and any position not other wise specially provided complete all as specified.
Dismantling timber scantlings 40 sq. cm and over in section, in any position as in framed work
Separating, scraping and cleaning reinforcement obtained from item No. 02.00 above.
Demolition of cement concrete ( unreinforced) in ground floors and pavings n.exc 15 cm thickness ( below or above ground level)
Dismantling of Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and directed
Demolition and breaking up drain pipes 150mm dia (Salt glazed ware, AC or Reinforced concrete ) set in cement morter etc
Demolition and breaking up drain pipes 200mm dia (Salt glazed ware, AC or Reinforced concrete ) set in cement morter etc
Removing building demolition material exe 100m n exc 1 KM all as speciefied and directed
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, n exc 10 sq m on plan and n exc1.5 m in depth and getting out soft loose soil
Excavation over areas n.exc 1.50 m deep and getting out in soft/loose soil.
All as per item No. 11.00 above but additional depth 1.5m and getting out Hard/dence soil
All as per item No. 11.00 above but additional depth 1.5m and getting out Soft/dis integrated rock.
M&L for PCC 1:3:6 type C-2 using 40mm graded aggregate as in foundation
Removing excavated material not exceeding 250m but not exceeding 500m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25mm thick with excavated soil all as specified.
M&L for loose filling with broken bricks of gauge 80 to 150mm in soakage pits ,soakage well complete all as specified and as directed by Eng - in - charge.
M&L for hardcore of gauge n.exc 63mm deposited, spread in layers n.exc 15 cm thick,watered and rammed to a true surface complete all as specified and as directed.
Taking down shutters n exc 1.00 Sqm
S&F Framed work such as gates, 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 all as directed by Engr-in-charge
M&L for preparation of new steel surfaces and applying two coat of synthetic enamel paint over one coat of red oxide primer on new steel surfaces, girth or width n exc 10cm
S&F stainless steel wire cloth 0.36mm nominal dia of wire and average width of apreature 1.40mm and fixed with suitable aluminium anodised aluminium framework all around etc complete all as specified and as directed
S&F in repair MS butt hinges 100mm size medium weight complete all as specified and directed
S&F aluminium anodised powder coated (min thickness 50 microns) frame for doors, windows, ventilators, complete all as specifed and directed
S&F Anodised aluminium powder coated window and ventilator shutters, side/top hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified
S&F pre-painted galvalume aluminium zinc coating GI based corrugated/semi corrugated of approved profile steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws with washer complete all as specified and directed
S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and directed
S&F 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.
S&F rolled section as in main and cross beams, hip, and jack rafters, purlins where connected to common rafters and running rails and guids for sliding doors, fixed with angle cleats or other connecting plates Fe 410-W(Gde E-250) quality A.
M&L for preparation of new steel surfaces and applying two coat of synthetic enamel paint over one coat of red oxide primer on new steel surfaces, girth or width exc 10cm complete all as specified and directed
M&L for reinforced concrete pipe class NP3, laid and joined complete with collars 150mm bore of pipe.
M&L for reinforced concrete pipe class NP3, laid and joined complete with collars 200mm bore of pipe.
M&L for bed to drain pipes including packing under, and hunching in PCC 1:3:6 type C2 using 40 mm graded aggregate against the side of SGSW/RCC pipes after they are laid and tested for 150mm dia bore pipe all as specified.
M&L for bed to drain pipes including packing under, and hunching in PCC 1:3:6 type C2 using 40 mm graded aggregate against the side of SGSW/RCC pipes after they are laid and tested for 200mm dia bore pipe all as specified.
M&L for filling of gap portion of gable of wall with PCC (1:3:6) type C2 or brick of any height with suitable arragement of shuttering & formwork all as specified and directed by EIC.(Note: Measurement shall be measured/paid in Running metre)
M&L for providing cement concrete type D-2 (1:4:8) using 40 mm graded crushed stone aggregate as in foundations,filling and massconcrete including necessary form work complete all as specified.
M&L for brick work in burnt fly ash bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 all as specified.
M&L for brick work in burnt fly ash bricks in one brick thick honey-comb walling built in cement mortar 1:4
M&L for PCC 1:2:4 type B-1 using 20mm graded aggregate as in lintel band incl necessary formwork etc. complete.
M&L for 15mm(10+5) thick cemet plalster in CM 1:4 over concrete/brick surfaces (manholes etc.) finished even and smooth without using extra cement mixed with water proofing compound liquid @ 200ml per 50 Kg cement as per manufacturer instructions complete all as specified and directed by Engineer-in-Charge. Note: Waterproofing compound will be measured separatly.
M&L for preparation of old painted surfaces of any description by complete removal of existing treatment and applying three coats of white wash on undecorated surfaces of stone walls/ceiling complete all as specified and directed.
Supply only Liquid waterproofing compound
M&L for PCC 1:3:6, C1 type (using 20mm graded aggregate) as in copings incl necessary formwork etc. complete.
M&L for precast cement concrete cover of manhole and similar nature of work as in Cement Concrete (1:2:4) Type B1 using 20mm graded stone aggregate etc complete set in CM 1:4 all as specified and directed by Engr-in-Charge.
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required
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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc.
Use and waste form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work n. exc. 200 mm thick, rough finished surface of concrete complete.
M&L for RCC nominal Mix using Type B1 (1:2:4) (20 mm graded stone aggregate )as in roof slab supported on wall complete.
M&L for 75mm thick PCC (1:3:6) type C-2 using 40mm grade stone aggregate as in plinth protection finished even and smooth without using extra cement including demolition of old concrete complete all as specified and as directed.
S&F Sheet glass ordinary quaility 3 mm thick n exc 0.5sqm each pane and glazing with oil putty incl hacking out old glass complete all as specifed and directed
M&L for painting with one coat of synthetic enamel paint on old wooden surfaces exc 10cm width or girth including preparation of old wooden surfaces all as specified and directed by EIC.
M&L for painting with one coat of synthetic enamel paint on old steel surfaces exc 10cm width or girth including preparation of old steel surfaces all as specified and directed by EIC.
M&L for 100mm slotted vent cowl.
NOTE : - AMOUNT OF SCHEDULE OF CREDIT RS. 78,420.00 WILL BE DEDUCTED FROM TOTAL AMOUNT OF BOQ.
Abhiraj Enterprises (BID ID -3062791)
M/S R.K.S. CONSTRUCTION (BID ID -3078006)
MAHIMA CONSTRUCTION (BID ID -3068094)
M/S MK Nair (BID ID -3078223)
M/S K. K. Construction (BID ID -3068601)
ECOBUILD (BID ID -3069158)
Bidder Name
MAHIMA CONSTRUCTION
M/S K. K. Construction
M/S MK Nair
ECOBUILD
M/S R.K.S. CONSTRUCTION
Abhiraj Enterprises
GILL BROTHERS CONSTRUCTION
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