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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.6 LAccepted-Finance | ₹37.6 L | L1 | Accepted-Finance BEING LOWEST |
| 2 | L2₹39.6 LRejected-Finance | ₹39.6 L | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹40.5 LRejected-Finance NO 98 1 1C YOJANANAGAR LOHEGAON WAGOLI ROAD NEAR SIVBHA DARBAR HOTEL LOHEGAON PUNE 411047 | PUNE | PUNE | MAHARASHTRA | 411047 | ₹40.5 L | L3 | Rejected-Finance NOT BEING LOWEST |
| 4 | L4₹41.4 LRejected-Finance | ₹41.4 L | L4 | Rejected-Finance NOT BEING LOWEST |
| 5 | L5₹42.3 LRejected-Finance | ₹42.3 L | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | Shri Sant Cosntruction L5 | Smruti Construction L2 | tulsani associates L4 | S.R.M.K Enterprises L3 | Parmanand Enterprises L1 | AJINKYA GANPAT SALUNKE L7 | ShreHari Civil Enginneering and Contractors L8 | EAST PUNE SERVICES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm deep and avg 15cm deep and getting out Hard/Dense soil all as specified and directed | 300 | Sqm | 150 ₹45,000 | 30 ₹9,000 | 65 ₹19,500 | 75 ₹22,500 | 55 ₹16,500 | 80 ₹24,000 | 25 ₹7,500 | 100 ₹30,000 |
| 2.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 51.35 | CUM | 250 ₹12,837.50 | 180 ₹9,243 | 230 ₹11,810.50 | 200 ₹10,270 | 370 ₹18,999.50 | 320 ₹16,432 | 150 ₹7,702.50 | 600 ₹30,810 |
| 3.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in hard / dense soil complete all as specified and directed. | 17.9 | CUM | 300 ₹5,370 | 310 ₹5,549 | 270 ₹4,833 | 200 ₹3,580 | 550 ₹9,845 | 700 ₹12,530 | 250 ₹4,475 | 700 ₹12,530 |
| 4.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / disintegrated rock complete all as specified and directed. | 22.63 | CUM | 300 ₹6,789 | 500 ₹11,315 | 470 ₹10,636.10 | 1,000 ₹22,630 | 640 ₹14,483.20 | 1,200 ₹27,156 | 350 ₹7,920.50 | 800 ₹18,104 |
| 5.00 | M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 1.35 | CUM | 5,000 ₹6,750 | 4,850 ₹6,547.50 | 3,800 ₹5,130 | 3,800 ₹5,130 | 4,800 ₹6,480 | 4,850 ₹6,547.50 | 4,500 ₹6,075 | 7,500 ₹10,125 |
| 6.00 | M & L for providing reinforced cement concrete 1:1.5:3 (Nominal Mix) type A-1, using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, base of columns and the like complete all as specified and directed. | 3.46 | CUM | 7,000 ₹24,220 | 6,500 ₹22,490 | 7,200 ₹24,912 | 10,000 ₹34,600 | 6,400 ₹22,144 | 7,200 ₹24,912 | 5,500 ₹19,030 | 9,000 ₹31,140 |
| 7.00 | M & L for use and waste of form work to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar works in rough finished flat surface of concrete complete all as specified and directed. | 11.52 | SQM | 600 ₹6,912 | 350 ₹4,032 | 370 ₹4,262.40 | 450 ₹5,184 | 400 ₹4,608 | 450 ₹5,184 | 500 ₹5,760 | 2,000 ₹23,040 |
| 8.00 | M & L for providing reinforced cement concrete 1:1.5:3 (Nominal Mix) type A-1, using 20 mm graded stone aggregate, as in columns, pillars, piers, posts, struts and the like complete all as specified and directed. | 2.8 | CUM | 8,000 ₹22,400 | 6,500 ₹18,200 | 7,500 ₹21,000 | 10,000 ₹28,000 | 6,400 ₹17,920 | 7,200 ₹20,160 | 6,500 ₹18,200 | 9,000 ₹25,200 |
| 9.00 | M & L for use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions in fair finished surface of concrete complete all as specified and directed. | 22.4 | SQM | 600 ₹13,440 | 350 ₹7,840 | 400 ₹8,960 | 450 ₹10,080 | 500 ₹11,200 | 450 ₹10,080 | 600 ₹13,440 | 2,000 ₹44,800 |
| 10.00 | M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 598.48 | KG | 120 ₹71,817.60 | 105 ₹62,840.40 | 95 ₹56,855.60 | 120 ₹71,817.60 | 95 ₹56,855.60 | 130 ₹77,802.40 | 90 ₹53,863.20 | 85 ₹50,870.80 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
1 Dec 2025, 6:00 pmClosed
GE AF LOHEGAON
GE AF LOEHGAON PUNE-411032
PROVISION OF SHED AT VIMAN NAGAR GATE AND INTERLOCKING TILES INFRONT OF AIRMEN GUEST ROOM AT AFS PUNE UNDER GE AF LOHEGAON
2025_MES_739186_1
8996
Open Tender
Civil Works
180 days
GE (AF) Lohegaon
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE AF LOHEGAON
₹96,000
Yes
24 Dec 2025
11 Nov 2025
8 Dec 2025
11 Nov 2025
1 Dec 2025
25 Nov 2025
Amount
Surface excavation n exc 30 cm deep and avg 15cm deep and getting out Hard/Dense soil all as specified and directed
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in hard / dense soil complete all as specified and directed.
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / disintegrated rock complete all as specified and directed.
M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M & L for providing reinforced cement concrete 1:1.5:3 (Nominal Mix) type A-1, using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, base of columns and the like complete all as specified and directed.
M & L for use and waste of form work to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar works in rough finished flat surface of concrete complete all as specified and directed.
M & L for providing reinforced cement concrete 1:1.5:3 (Nominal Mix) type A-1, using 20 mm graded stone aggregate, as in columns, pillars, piers, posts, struts and the like complete all as specified and directed.
M & L for use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions in fair finished surface of concrete complete all as specified and directed.
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M & L for mild steel TMT bars 5 mm dia and over up to and including 10 mm dia as in stirrups, spacer and binders, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
S & F of rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantry, rails, fastening, heavy bracket framing (Beam, tee, angle, channel or flat section), including distance pieces, cleats etc. confirming to Fe – 410 – S including cutting, welding etc. complete all as specified and directed.
S & F of rolled mild steel sections as in main and cross beams, hip and jack rafter, purlins where connected to common rafters, running rails, guides for sliding doors fixed with angle cleat and other connecting plates conforming to Fe – 290 Grade – E 165 complete all as specified and directed.
S & F of rolled mild steel plates (plain or chequered), channels, square cut or notched (ordinary and counter sunk) forming holes, with out any attachment complete all as specified and directed
S & F of mild steel screw bolts (machine made) with hexagonal or square head at one end and screwed the other or screwed both ends, each screwed ends to be fitted with washer and one hexagonal or square nut, exc. 22.5 cm and not exc. 30 cm long and 16-20 mm dia of shank complete all as specified and directed.
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an 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 roof covering/cladding to wall, fixed with self tapping screws as specified and directed
S&F Grade 5 (Mineral Core Fire Retardant ACP of thickness equal to and greater than 4 mm which has mineral core and withstand when subjected to higher temperatures during an incident of fire in high rise and special buildings mentioned in SP 7 (Part 4). These shall have top and bottom aluminium BMT minimum 0.5 mm. as per IS 17682 : 2021 Density of core 1.7 – 2.0 g/cm3 for Grade 5 ,Tensile strength,45 N/mm2 Min, Yield strength 38 N/mm IS 1608 (Part 1) 2 , Min,Elongation,3.0% percent, Min The coating on top aluminium sheets shall be done with polyvinylidene fluoride (PVDF) with (70 :30 PVDF:acrylic ratio) or fluoroethylene vinyl ether (FEVE) or polyester resin based paints and bottom aluminium sheet shall be coated with anti-corrosive paint. of any colour with using GI/Aluminium frames . The sheets are fixed with screws, rivets, or adhesives, depending on the installation method. They are then adjusted for alignment, and the joints are sealed to ensure a smooth and weather-resistant finish. complete all as specified and directed Note :- Each ACP shall be legibly and indelibly marked with the following information: a) Indication of source of the manufacture; b) Length, width and thickness of ACP; c) Grade of ACP; d) Coating type; and e) Batch no. and date of manufacture.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed.
M & L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed.
M & L for providing 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm grade stone aggregate) as in sub floor, sub base of floor complete all as specified and directed.
M & L for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed.
M&L Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed
M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius old size bricks built in cement mortar 1:6 complete all as specified and directed.
M & L for 10 mm thick rendering on fair faces of brick work or concrete surfaces with cement mortar 1:6 finished even and fair complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
M & L for preparation of steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.
M & L for preparing newly plastered or previously untreated wall surfaces and applying two coats of cement base paint over one coat of primer complete all as specified and directed.
M & L for providing 75 mm thick cement concrete 1:4:8 type D-2 (using 40 mm grade stone aggregate) as in sub floor, sub base of floor complete all as specified and directed.
M&L PCC (1:2:4) using 12.5 mm graded aggregate for in lintels upto 1.5m clear span , cills , steps , seismic and other similar bands, plinth courses , string courses , lacing courses , parapets and railing upto 60 cm in height , coping , kneeleres apex stone bed plates kerbs not provided for in item no 04028 , water troughs and the like including weathering , slightly rounded or chamferred angles and throatning as directed
M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
Supply & fix energy saving and environmental frindly long life exclusive innovative flood light luminaries 120 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant with LEDs as light source and lens embedded toughened glass and impact resistance of IK07 and electronic driver fixed on high mast pole or any any other place as requird on site incl making all nacessary arrangement for fixing complete with MS flat iron clamps (clamp shall be 40x5 mm MS flat), nuts and bolts and washers complete all as specified and directed.
Supply & fix energy saving and environmental friendly robost IP 66 protected LED midbay with PDC housing and Lens fixed on each LED for better spread of light suitable for ceiling (Surface/Suspended) mount 110/120 Watt with system efficiency not less than 120 lm/W incl electronic driver with surge protection fixed in ceiling/ suspended incl making all nacessary arrangement for fixing/hanging and anchering as required on site making electrical connections complete all as specified and directed. Contractor shall submit LM 79 report with sample approval.
M/L for sub main wiring with two runs of single core 2.5 Sq mm FRLSH PVC insulated unsheathed multi stranded copper conductor 1100 V grade with colour code and one run of 2.5 Sq mm single core FRLSH PVC insulated unsheathed multi stranded copper conductor green colour cable for continuous earthing complete in & including PVC Conduit with all fttiing & fixtures all as directed and specified. (Note:- Two runs of 2.5 Sqmm copper cable & one run of 2.5 sqmm copper cable including PVC Conduit shall be mesured and paid as one length)
Supply, laying, jointing, testing and commissioning of LT under ground cable 1100 volts grade XLPE (cross linked polythene ) armoured of Size 10 Sqmm 4 Core with galvanised round steel wire or steel strip , electric power cable heavy duty, with multi stranded aluminium conductor, laid in trenches, ducts fix on walls/poles with proper size saddles and clamp laid under roads/path/ drain /colverts or enclosed in GI pipe/ fix complete cable complete all as specified and directed ,
Material and labour for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm as earthing lead buried directly in ground vertically in a pit of depth not less than 2.25 metre below ground level with the top edge of earth plate at a depth not less than 1.5 m below normal ground level, connected to and including galvanised iron earth lead wire 4 mm dia as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel, and connected to earthing test point, providing charcoal and common salt all as shown in electrical plate no. 3 of SSR part I, and testing on completion including excavation and earth work in any type of soil, PCC 1:3:6 type C1 earthing chamber, precast slab 50 mm thick in cement concrete 1:2:4 type B1 reinforced with welded steel wire fabric (XPM) weight not less than 4kg/sqm, funnel with wire mesh, watering pipe of 20 mm bore medium grade GI pipe and lugs, earthing wire protected by galvanised iron or steel pipe 15 mm dia medium grade 7.5 metre long complete all as specified and as directed.
Supply and fix MCB SP 240 V ,6 to 32 Amps complete all as directed at site.
Supply and laying HDPE DWC pipe 75mm dia SN8 on wall/ along ground/ along channel/ in trench/under roof/ along pillar or as directed complete.
Supply & fix new junction box of size not less than 210 mm x190 mm x 110 mm, made out of Fibre material, shockproof and rustproof, cable entry from bottom. 100% wheather proof and fixing to pole etc using suitable GI clamps of size 25x3mm, nuts, bolts etc for accommodating and including the following complete all as specified and directed:- a) TPN Connector 32 A b) MCB SP 6A-01 Nos
S&F of PVC insulated 1.5 sqmm copper three core conductor cable between cable loops box to fitting drawn through the pole or along pole/ wall complete all as specified and directed
Supply and fix GI Pipe Light grade with all connected accessories of sizes 40 mm complete all as specified and directed
Cutting of existing road not exc 1.5 mtr in depth and not exceeding 1.5 mtr wide including black top, sub base and WBM refilling, well ramming in layers with watering after laying of RCC /GI pipe under road making good with PCC 1:2:4in all respect to match with the existing surface all as directed by E-in-charge.
Smruti Construction (BID ID -3486144)
S.R.M.K Enterprises (BID ID -3486952)
tulsani associates (BID ID -3486621)
Shri Sant Cosntruction (BID ID -3484002)
EAST PUNE SERVICES (BID ID -3485028)
AJINKYA GANPAT SALUNKE (BID ID -3486609)
ShreHari Civil Enginneering and Contractors (BID ID -3486939)
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