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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC | ₹5.4 Cr | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹5.7 Cr+₹32.5 L (6.05%)Rejected-Finance | ₹5.7 Cr+₹32.5 L (6.05%) | L2 | Rejected-Finance NOT THE LOWEST |
| 3 | L3₹5.8 Cr+₹39.1 L (7.27%)Rejected-Finance | ₹5.8 Cr+₹39.1 L (7.27%) | L3 | Rejected-Finance NOT THE LOWEST |
| 4 | L4₹6.0 Cr+₹66.8 L (12.4%)Rejected-Finance BHAPKAR PATIL PLOT NO 24 GURHSHIP HOUSING SOCIETY SATBHAL MALA DEHIGATE AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | ₹6.0 Cr+₹66.8 L (12.4%) | L4 | Rejected-Finance NOT THE LOWEST |
| 5 | L5₹8.1 Cr+₹2.7 Cr (50.7%)Rejected-Finance | ₹8.1 Cr+₹2.7 Cr (50.7%) | L5 | Rejected-Finance NOT THE LOWEST |
Tender Value
₹5.3 Cr
EMD Value
₹5.9 L
Closing Date
8 Feb 2020, 6:00 pmClosed
CHIEF ENGINEER PUNE ZONE
Chief Engineer Pune Zone Dakshin Kaman Marg Camp Pune 411001
PROVN OF A VEH DRIVING TRACK AT MIRC AHMEDNAGAR
2019_MES_301255_2
84412E8
Open Tender
Civil Works
Lump-sum
365 days
GE(S) AHMEDNAGAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
GE(S) AHMEDNAGAR
₹5.9 L
4 Jun 2020
7 Jan 2020
10 Feb 2020
7 Jan 2020
8 Feb 2020
25 Jan 2020
8 Jan 2020 - 14 Jan 2020
Amount
NOTE: Schedule ‘A’ Part I to VIII are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-13 only.
Total amount of Sch 'A' Part-I (Building Works)
Total amount of Sch 'A' Part-II (Internal Electric Supply)
Total amount of Sch ‘A’ Part III Internal Water Supply
Total amount of Sch ‘A’ Part IV (External Water Supply)
Total amount of Sch ‘A’ Part V (External Electric Supply)
Total amount of Sch ‘A’ Part VI (Sewage Disposal)
Total amount of Sch ‘A’ Part VII (Compound Wall/Fencing/Gate)
Total amount of Sch ‘A’ Part VIII (Excavation, Earthwork & Site Clearance)
SCH 'A PART X (Miscellaneous B/R , E/M works,Water Obstacle,DEFILE ,VSL MINE FD XG,DEFILE, ZIG-ZAG,TK TPTR Loading Point,Embankment Vertical Step,MBFU,Start Point of Stone Paved Portion& Stone Set flooring) Note: This schedule is not pre-priced by MES and the rate indicated as "Rs 0.00" under Col 6 signifies this fact only
S & F LED light fitting 1x20 watt 230 Volt energy saver indoor domestic plastic extruded luminaire with decorative and all as specified and directed by Engr-in-Charge. MAKE- as given in APPX 'C'
S & F LED batten mirror light fitting 1x10 watt 230 Volt energy saver indoor domestic plastic extruded luminaire with decorative and all as specified and directed by Engr-in-Charge. MAKE- as given in APPX 'C'
S&F bulkhead luminaire 6 watt including LED lamp all as per complete all as specified and directed. MAKE- as given in APPX 'C'
S&F MCB SP upto 16 Amps 'C ' Series complete all as specified and directed. MAKE- as given in APPX 'C'
S & F exhaust fan 250 mm sweep, 1400 RPM, single phase, light weight , White/Ivory Plastic rust proof body & blades, self opening louvers for protection from birds and rain water, fixing by means of rugged bolts, nuts and washers etc on the round hole cut in the wall, including three core copper conductor flexible cord of 0.5 Sqmm cross sectional area of required length from ceiling rose to the porcelain connector block of the exhaust fan complete all as specified and directed. MAKE- as given in APPX 'C'
Earthing complete with galvanised steel earth plate electrode 600 x 600 x 6.0 mm thick, buried vertically in ground (Earth pit not less than 2.25 metres deep below normal ground level), connected to galved steel earthing lead wire 4 mm dia, by means of bolts, nuts & checknuts and washers etc; GI pipe 15 mm dia light grade pipe for protection of G.I earth lead wire, both to be provided to the extet of 7.5 metres, all as shown on electrical plate No 5 of MES SSR-1991 Part-I, other end connected to electrical main switch board (inside the bldg) GI protection pipe buried in ground, laid under floors/plinths or fixed on walls or concealed in walls etc; with provision of mixture of charcoal dust & common salt packed upto minimum 150 mm all around the earth plate , including PCC 1: 2 : 4 type B-1 earth pit with M.S angle iron frame, cast iron cover with locking arrangement, with G.I 20 mm dia medium grade pipe and M.S funnel with wire mesh for watering arrangement, including necessary excavation and earth work in any type of soil / strata & testing on completion, M & L complete all as specified, directed .
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core complete all as specified and directed.
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core complete all as specified and directed.
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 6 sq mm 2 core complete all as specified and directed.
Supply and fix LED street light 1x60 watt in aluminum PDC housing ,toughened glass cover with IP65 protection etc prewired suitable for street light fitting and connecting with 2 core 1.5sqmm aluminium cable from fitting to junction box testing and commissioning complete all as specified and directed. MAKE- as given in APPX 'C'
M& L for Earthing complete with galvanised steel earth plate electrode 600 x 600 x 6.3 mm thick, buried vertically in ground (Earth pit not less than 2.25 metres deep below normal ground level and top edge of the plate not less than 1.5 m below ground level), connected to and including GI strip 32x6 mm as earthing lead by means of bolts, nuts & checknuts and washers of galvanized iron or steel drawn through GI pipe 40 mm dia light grade pipe for protection of G.I earth strip, both to be provided to the extent of 7.5 metres, all as shown on electrical plate No 3 of MES SSR-2009 Part-I, other end connected to electrical main switch board (inside the bldg) GI protection pipe buried in ground, laid under floors/plinths or fixed on walls or concealed in walls etc; with provision of mixture of charcoal dust & common salt packed upto minimum 150 mm all around the earth plate , including PCC 1: 2 : 4 type B-1concrete pit using 20mm graded stone aggregate with precast RCC cover(reinforced with XPM(weight not less than 4Kg/Sqm) and frame of angle iron 25mmx25mmx3mm with lugs 2Nos and with 6mm dia MS bar handle made to shape in CC 1:2:4 type B1 , with G.I 20 mm dia light grade pipe for watering perforated at bottom 1.75mtr long placed on top edge of earth plate ,common salt and charcoal filling ,taste point made out of phosphorous bronze with fixing arrangement,funnel ,wiremesh and earth work in hard / dense soil ,returning ,filling in and removal of surplus soil to a distance not exceeding than 50mtr complete all as specified and as directed.
Supply installing commissioning & testing LT feeder piller panel board factory made, out door, cubical type, vermin proof, dust proof, water proof made out of 3 mm thick CRCA sheetand angle iron frame of size 50x50x6 mm inside depth not less than 50 cm and size suitable to accomodate the following accessories with insulated TPN aluminium bus bar of rating not less than 1.5 times the rated capacity of the incomer MCCB, both side openable (front & back) with locking arrangement duly painted with coat of synthetic enamel paint over a coat of red oxide primer both internally and externally and connecting with cable with lugs including internal wiring with copper cable of suitable size using lugs compressing the following accessories all as directed. (a) MCCB 63 Amps, with breaking capacity 25KA - 03 No-Outgoing. (b) MCCB TP 160Amp with breaking capacity 35 KA ,415 Volts-01 No incoming (c) Street light timer switch of capacity 5KW -01 Nos. (Notes : The rate quoted shall include for earth work & excavation for angle iron frame for foundation of panel board upto 0.50 m below GL in any type of soil & PCC (1:4:8), D2 filling in foundation the ground clearance of panel board shall be 0.40 m GL to the bottom of panel board )
Provn of LLDPE septic tank 25 users conventional type designed to carry sewage and sludse and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, vent shaft, connection etc complete all as specified and directed and as shown on drawing.
Provn of soakage wells excavation in any type of soil, foundation in PCC 1:3:6, wall of honey combed masonry with with top ring of M25 concrete including intercepting chamber and screeb chamber, RCC cover slab in M25, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.2 m dia x 3 m effective depth complete all as specified and directed and as shown on drawing.
M&L for 80mm sluice valve cast iron long body both ends flanged as per IS- 14846 and drilled with stainless steel spindle iron wheel had and as per pressure rating PN 1.6 class -I , IS marked alongwith nuts, botls ,washers ,gaskets etc including dismantling and taking out sluice from valave chamber /trenches complete all as specified and directed .
M&L for PCC 1:4:8 D2 using 40mm graded aggregate as in foundation ,filling and mass concrete etc complete as specified and directed.
Rough finished formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batte complete as specified and directed.
M & L for PCC 1:4:8 type D2 as in subbase flooring 100mm thick etc complete as specified and directed.
M&L for RCC for wall Foundations in M-30 (Design mix) including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete as specified and directed.
M&L for RCC for wall Foundations in M-25 (Design mix) including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete as specified and directed.
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 complete as specified and directed.
M&L for RCC M-30 (Design mix) as in RCC bands, Beams etc complete as specified and directed.
M&L for RCC M-25 (Design mix) as in RCC bands, Beams etc complete as specified and directed.
M & L for hardcore of gauge n.exc 63mm ,deposited spread and levelled in layers n.exc. 15cm thick ,watered and rolled/rammed to a true surfaces of broken stone or boulders complete as specified and directed.
M & L Stone sett flooring with stone setts of size 200 to 250 mm long, 150 to 200 mm wide and 150 mm in deep and sides dressed bedded in CM 1:3,20mm thick; joints grouted in CM 1:2 with an admixture of metallic hardener 5% wt of cement and struck flush complete as specified and directed.
M & L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 etc . complete as specified and directed.
M&L 6 to 8mm mm dia mild steel TMT bars as in reinforcement, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns and binding with MS wire (annealed) not less than 0.9 mm dia or securing with clips complete as specified and directed.
M&L 6 to 8mm mm dia mild steel TMT (CRS) bars as in reinforcement, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns and binding with MS wire (annealed) not less than 0.9 mm dia or securing with clips complete as specified and directed.
M & L for 10 mm dia and over mild steel TMT bars as in reinforcement, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns and binding with MS wire (annealed) not less than 0.9 mm dia or securing with clips complete as specified and directed.
M & L for 10 mm dia and over mild steel TMT (CRS) bars as in reinforcement, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns and binding with MS wire (annealed) not less than 0.9 mm dia or securing with clips complete as specified and directed.
M&L for 250mm micron polythene film etc complete all as specified and directed.
M&L for water bars of size 230mmx6mm thick conforming to IS complete as specified and directed.
M&L for rendering 5mm thick on fair faces of concrete surfaces in CM 1:3 etc complete as specified and directed.
M&L for two coats of UV resistant PU water proofing liquid membrane coating of make STP's Shali Urethane LHM 2K 80 or equivalent as approved by GE complete all as per manufacturer's instructions ( to be executed through Authorised Applicator) complete as specified and directed.
M&L for 1:2:4 type 20mm graded aggregate cement concrete in foundations, filling and mass concrete etc complete as specified and directed.
M&L for providing precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match complete as specified and directed.
M&L 5mm dia and over upto and including 10mm mild steel TMT bars as in reinforcement, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns and binding with MS wire (annealed) not less than 0.9 mm dia or securing with clips complete as specified and directed.
Forming 20mm wide 150mm deep thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete as specified and directed.
M&L for 1:2:4 type B2 40mm graded aggregate cement concrete in foundations, filling and mass concrete etc complete as specified and directed.
M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete as specified and directed.
M&L for RCC for wall Foundations in M-25 (Design mix) using 20mm crused aggregate, for wall, retaining walls,basement walls,ballast walls and the like , ofany thickness , abovetop of the footings , including attached pillasters and buttresses complete as specified and directed.
M&L for rendering 15mm thick on fair faces of bricks works or concrete surface with CM 1:4 finished even & smooth without using xtra cement in cement plastercomplete as specified and directed.
Preparation of newly plaster surface of wall and apply two coat of cement base paint on wall surfaces complete as specified and directed.
M&L for 300 mm thick (compacted thickness ), granular subbase(GSB) of Grade I as per table MORT&H,IRC specification laid with mechanical paver , rolled and compacted to required gradient and camber with 8 to 10 tonne power roller and vibratory roller complete as per MORT&H including all tools and plants and managing diversion complete all as specified and directed.
Mild steel plates, plain or chequered, 16mm thick or over in thickness in available sizes etc complete as specified and directed.
M&L for RCC for wall Foundations in M-20 (Design mix) using 20mm crused aggregate, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete as specified and directed.
M&L for PCC M-20 (using 40mm graded aggregates as in steps etc complete as specified and directed.
M&L for walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in CM 1:6 etc complete as specified and directed.
M&L for pre-cast cement concrete block masonry with solid blocks type C1 1:3:6, exc. 10 cm in width set in CM 1:6 and setting in mortar, complete as specified and directed.
N. H. Saluji & Associates
DARSHAN CONSTRUCTION Co.
M/s S. R. Constructions
M.R.Mutha Engineers
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