Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAccepted-AOC | L1 | Accepted-AOC THE LOWEST TENDERER | |
| 2 | L2₹42.4 L+₹53,119 (1.27%)Rejected-Finance | L2 | Rejected-Finance NOT THE LOWEST TENDERER | |
| 3 | L3₹42.5 L+₹57,257 (1.37%)Rejected-Finance | L3 | Rejected-Finance NOT THE LOWEST TENDERER | |
| 4 | L4₹42.8 L+₹89,915.50 (2.15%)Rejected-Finance | L4 | Rejected-Finance NOT THE LOWEST TENDERER | |
| 5 | L5₹43.0 L+₹1.1 L (2.67%)Rejected-Finance SHOP NO 18 1ST FLOOR NORTH LAND BUILDING SECTOR NO 1 BACK SIDE OF BANK OF MAHARASHTRA INDRAYANI NAGAR BHOSARI PUNE 411039 | PUNE | MAHARASHTRA | 411039 | L5 | Rejected-Finance NOT THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | Sunrise Traders L6 | M/S JAYCONSTRUCTION CO L1 | Decent Decorators L9 | M/S SUGAM CONSTRUCTION L8 | ShreHari Civil Enginneering and Contractors L5 | BHABA CONSTRUCTION L7 | SAMBHAJI D JARANDE L3 | M/S SANDEEP CONSTRUCTION COMPANY L2 | M/S J J ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 714 | Sqm | 110 ₹78,540 | 50 ₹35,700 | 500 ₹3,57,000 | 200 ₹1,42,800 | 45 ₹32,130 | 105 ₹74,970 | 250 ₹1,78,500 | 43 ₹30,702 Lowest | 75 ₹53,550 |
| 2.00 | Material and Labour for Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) in all kinds of soil including dressing of sides and ramming of bottoms, lift upto 1.5 mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50Mtr complete all as specified and directed. | 20 | Cum | 700 ₹14,000 | 2,200 ₹44,000 | 1,000 ₹20,000 | 1,900 ₹38,000 | 350 ₹7,000 Lowest | 1,205 ₹24,100 | 1,500 ₹30,000 | 2,000 ₹40,000 | 1,225 ₹24,500 |
| 3.00 | Material and Labour for Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan), in Hard Rock including dressing of sides and ramming of bottoms, lift upto 1.5 mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mtr complete all as specified and directed.
(Note : Hard Rock (other than 'MANJRA' Rock) obtained from excavation shall be handed over to the contractor as contractor's properties and an amount of Rs 1100.00 per Cum shall be recovered from him as shedule of credit) | 70 | Cum | 750 ₹52,500 Lowest | 2,900 ₹2,03,000 | 5,000 ₹3,50,000 | 2,500 ₹1,75,000 | 3,500 ₹2,45,000 | 2,950 ₹2,06,500 | 1,500 ₹1,05,000 | 2,500 ₹1,75,000 | 2,500 ₹1,75,000 |
| 4.00 | Material and Labour for plain cement concrete 1:4:8 Type D2 using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed. | 12 | Cum | 4,500 ₹54,000 | 4,000 ₹48,000 | 4,000 ₹48,000 | 3,500 ₹42,000 Lowest | 4,500 ₹54,000 | 3,900 ₹46,800 | 7,500 ₹90,000 | 6,000 ₹72,000 | 4,555 ₹54,660 |
| 5.00 | Material and Labour for RCC M-25 (design mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 18 | Cum | 11,500 ₹2,07,000 | 9,000 ₹1,62,000 | 8,500 ₹1,53,000 | 9,000 ₹1,62,000 | 8,000 ₹1,44,000 | 7,555 ₹1,35,990 Lowest | 9,000 ₹1,62,000 | 9,000 ₹1,62,000 | 8,500 ₹1,53,000 |
| 6.00 | Material and Labour for RCC M-25(design mix) as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 12 | Cum | 12,000 ₹1,44,000 | 9,500 ₹1,14,000 | 9,000 ₹1,08,000 | 10,000 ₹1,20,000 | 10,000 ₹1,20,000 | 7,955 ₹95,460 Lowest | 9,500 ₹1,14,000 | 10,000 ₹1,20,000 | 9,005 ₹1,08,060 |
| 7.00 | Material and Labour for RCC M-25 grade (design mix) in Beams, cantilevers, bressummers, lintels over 1.5mtr span complete all as specified and directed. | 17.5 | Cum | 11,500 ₹2,01,250 | 10,000 ₹1,75,000 | 9,000 ₹1,57,500 | 10,000 ₹1,75,000 | 10,000 ₹1,75,000 | 7,955 ₹1,39,212.5 Lowest | 9,500 ₹1,66,250 | 9,000 ₹1,57,500 | 8,750 ₹1,53,125 |
| 8.00 | Material and Labour for RCC, M25, Design Mix concrete as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 25.8 | Cum | 12,500 ₹3,22,500 | 9,000 ₹2,32,200 | 9,500 ₹2,45,100 | 10,000 ₹2,58,000 | 10,000 ₹2,58,000 | 8,500 ₹2,19,300 Lowest | 9,600 ₹2,47,680 | 10,000 ₹2,58,000 | 8,500 ₹2,19,300 Lowest |
| 9.00 | Material and Labour for 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 batterall complete all as specified and directed. | 45 | Sqm | 450 ₹20,250 | 500 ₹22,500 | 350 ₹15,750 Lowest | 480 ₹21,600 | 450 ₹20,250 | 1,030 ₹46,350 | 1,000 ₹45,000 | 900 ₹40,500 | 950 ₹42,750 |
| 10.00 | Material and Labour for formwork to sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and directed. | 10 | Sqm | 560 ₹5,600 | 500 ₹5,000 | 550 ₹5,500 | 480 ₹4,800 Lowest | 550 ₹5,500 | 1,030 ₹10,300 | 1,200 ₹12,000 | 1,000 ₹10,000 | 1,050 ₹10,500 |
Tender Value
Refer Docs
EMD Value
₹85,086
Closing Date
16 Aug 2025, 6:00 pmClosed
GE MH AND RH KHADKI
Military Engineer Services Garrison Engineer MH and Range Hills Range Hills Road Khadki, Pune 411003
PROVN OF VEH SHEDS ALONGWITH CEMENT CONCRETE HARD STANDING AT KEY LOCATION PLAN LOCATION WADGAON SHERI PUNE AT HQ 41 ARTY DIV UNDER GE MH AND RH KHADKI
2025_MES_722486_1
8695/E8
Open Tender
Civil Works
Item Rate
180 days
GE MH AND RH KHADKI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE MH AND RH KHADKI
₹85,086
9 Oct 2025
26 Jul 2025
18 Aug 2025
26 Jul 2025
16 Aug 2025
9 Aug 2025
26 Jul 2025 - 16 Aug 2025
Amount
Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
Material and Labour for Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) in all kinds of soil including dressing of sides and ramming of bottoms, lift upto 1.5 mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50Mtr complete all as specified and directed.
Material and Labour for Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan), in Hard Rock including dressing of sides and ramming of bottoms, lift upto 1.5 mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mtr complete all as specified and directed. (Note : Hard Rock (other than 'MANJRA' Rock) obtained from excavation shall be handed over to the contractor as contractor's properties and an amount of Rs 1100.00 per Cum shall be recovered from him as shedule of credit)
Material and Labour for plain cement concrete 1:4:8 Type D2 using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed.
Material and Labour for RCC M-25 (design mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
Material and Labour for RCC M-25(design mix) as in Columns, pillars, piers, posts and struts complete all as specified and directed.
Material and Labour for RCC M-25 grade (design mix) in Beams, cantilevers, bressummers, lintels over 1.5mtr span complete all as specified and directed.
Material and Labour for RCC, M25, Design Mix concrete as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
Material and Labour for 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 batterall complete all as specified and directed.
Material and Labour for formwork to sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and directed.
Material and Labour for formwork to sides and soffits of floor or roof beams, lintels, etc for fair finished, flat surfaces of concrete complete all as specified and directed.
Material and Labour for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surfaces complete all as specified and directed.
Removing excavated soil exceeding 250mtr but not exceeding 500 mtr and depositing where directed at a level n exc 1.5mtr above starting point complete all as specified and directed.
Removing excavated rock exceeding 250mtr but not exceeding 500 mtr and depositing where directed at a level n exc 1.5mtr complete all as specified and directed.
Material and Labour 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 complete all as specified and directed.
All as per item No. 16 above but 5mm dia and over upto & including 10mm dia in stirups, spacers & binders complete all as specified and directed.
Material and Labour for TMT bars 8mm dia 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 complete all as specified and directed.
Material and Labour for brickwork with fly ash bricks, old size, straight or curved on plan exc 6mtr mean radius, built in in CM 1:6 complete all as specified and directed.
Material and Labour for rendering 15 mm thick (10mm + 5mm) on fair face of brick work in CM 1:4 mixed with water proofing compound and finished even and smooth without using extra cement complete all as specified and directed. (Note :-WPC shall be measured & paid seprately)
Material and Labour for 10 mm thick plastering on fair faces of brickwork,or concrete surface in CM 1:6 with finishing the surface even and smooth(without using extra cement) complete all as specified and directed.
Material and Labour for rendering 5 mm thick in cement mortar 1:4 on fair faces of concrete surfaces of ceiling finishing even and smooth without using extra cement complete all as specified and directed.
Material and Labour for preperation of new plastered surfaces and applying two coats of weather proof exterior emulsion paint (apex Ultima or equivalent) with approved colour and pattern over and including a coat of primer as on walls of Bldgs of upto 10 mtr height including necessary scaffolding and safety measures and procedure complete all as specified and directed.
Material and Labour for applying three coats of white wash to newly wall plastered surface including preparation complete all as specified and directed.
Material and Labour for applying three coats of white wash to newly plastered surface on ceiling including preparation complete all as specified and directed.
Supply only integral water proofing compound.
Material and Labour for hard core of broken stone or boulders gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.
Material and Labour for PCC 1:4:8 Type D2 (using 40mm graded stone aggregates) as in sub base of the floor of 75mm thick complete all as specified and directed.
Material and Labour for 150mm thick PCC 1:2:4 Type B1 (using 20mm graded stone aggregates) as in floor complete all as specified and directed.
Material and Labour for 75 mm thick PCC 1:3:6, type C1 (using 40 mm graded stone aggregate) as in Plinth Protection surfaces finished even and smooth without using extra cement incl necessarey form work complete all as specified and directed.
Material and Labour for forming Contraction (Dummy) joints 50mm deep x 10mm wide, filled with sealing compound Grade 'B' complete all as specified and directed.
Material and Labour for rendering 20 mm thick in cement mortar 1:3 mixed with water proofing compound as per manufacturer instruction as in base course to APP membrane (WPC compound shall be measured & paid separately) complete all as specified and directed.
Material and Labour for water proofing treatment with polymeric standard water proofing membrane 3mm thick and weighing not less than 3.0 kg/sqm Atactic Polypropylene Polymer (APP) modified bitumen - based prefabricated layer water proofing membrane reinforced with non woven polyester matt black finished over compatible primer at 0.40 Ltr/sqm of density at 25 degree centigrade 0.87 to 0.89 kg/litre and viscosity 70 to 160 cps or cold sticker and torch application of membrane with 10 cm overlap both ways after necessary preparation of surface complete as per manufacturers instructions.finally painted with a coat of bituminous aluminium paint @ 100gms/sqm over bituminous coat complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.50mtr in width as well as 10sqm on plan) as in all kind of soil including getting out and disposal of excavated earth lead up to 50mtr and lift upto 1.50mtr complete all as specified and directed.
Material and Labour for PCC 1:3:6 type C2 (using 40mm graded stone aggregates) in foundations, filling and mass concrete complete all as specified and directed.
Material and Labour for cement concrete work in pavement/hard-standing of flexural strength 40kg/Sqcm in field using 400 kg of cement per cubic metre, thickness of concrete 20cm complete all as specified and directed.
Material and Labour for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `B' complete all as specified and direceted.
Material and Labour for forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound, Grade `B' complete all as specified and directed.
Material and Labour for point wiring complete with and including 1.5 sqmm (nominal area) single core multi stranded copper conductor PVC insulated but unsheated FRLS cable 1100 Volts drawn in to and including concealed PVC conduit of suitable dia minimum 20mm dia includings sunken to wall including its accessories such as tee, bend ,elbow, socket and chisselling on wall complete and also making good the disturbed surfaces of wall / ceiling by cement mortar 1:4 including painting to existing surfaces and also including 1.5 sqmm PVC insulated and PVC unsheathed single core multistranded copper conductor FRLS cable 1100 V grade as earth wire and modular box including cover plate of suitable size for housing modular switch ,socket,regulators etc complete all as specified and directed by Engr-in-Charge for the following:-
One light point controlled by one switch
One 3 pin 5 Amps socket outlet on independent board.
One 5 Amp socket outlet on same board with other switches
All as per item No 38 here-in-before but wiring with 2.5 sqmm single core multi stranded copper condcutor FRLS 1100 v grade but sheathead single core multi stranded pvc insulated unsheathed copper conductor cable 1100 volts grade for 16 Amps power point on independent board and 2.5 sqmm cable as earthwire complete all as specified and directed.
Supply and fixing for Modular Switch 1 one way 6 amp 1 module complete ISI mark complete all as specified and directed.
Supply and fix Modular Switch 16 Amps Modular one Way , 1 module complete all as specified and directed.
Supply and fix Modular scoket 6A 2/3 pin combined 2 module, complete all as specified and directed.
Supply and fix Modular scoket 16A 2/3 pin combined 2 module, complete all as specified and directed.
Supply and fix PVC ceiling rose surface type three terminals type complete all as specified and directed.
Supply and fix LED lights fitting 1x20W , 220V AC decorative box type with driver , holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed.
Supply and fixing LED security light fitting 35 watt 230 V AC outdoor type with high, pressure die cast alluminium hosing and heat resistant complete with driver, lamp, GI bend braket 1 meter length suitable for fitting cavati for mounting on building with all acessaries with impact and corrosion resistant including thermal management in multiple optics complete wtih IP 65/66 protection complete all as specified and directed.
Supply and fix sheet metal enclosure MCB SPN DB 4 Way with 200 Amps rated copper bus bar 240 volts 50 Hz AC Supply Double door with magnetic locking system complete all as specified and as directed.
Supply and fix MCB SPN 6 to 32 Amps C curve 10 kA 240 Volts AC Supply complete all as specified and directed.
Supply and fix MCB SP 6 to 32 amps, C curve 10 kA 240 Volts AC Supply 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 25 sq mm 2 core complete all as specified and directed.
Excavation in trenches for taking out/laying of cable and pipe line not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide in following complete all as specified and directed:-
Soft and loose soil
Hard/ dense soil
Returning filling including spreading leveling watering and well ramming in layers not exceeding 25 cm thick each layer of soft/loose/hard/dense soil complete all as specified and directed.
Removing excavated material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above starting point complete all as specified and directed.
Material and Labour for sand cushioning of under ground cable laying in treanches complete all as specified and directed.
Material and Labour for old size brick Class 'B' protection for Under ground cable complete all as specified and directed.
Supply and laying GI tubing light grade 50mm bore, ISI marked, for cable protection complete all as specified and directed.
Material and Labour for road cutting and boring of road without damaging surface and inserts GI pipe and cable without any damage complete all as specified and directed.
Material & Labour for earthing complete in repairs with galvanised steel earth plate electrode 600 mm x 600 mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below ground level) with top edge of plate not less than 1.5 mtr below normal ground level connected to 4.0 mm dia galvanised earth lead wire by means of nuts bolts check nuts and GI washers including PCC pit in PCC 1:2:4 type B-1 (20mm graded stone aggregate) RCC cover 20 mm dia (medium grade) GI watering pipe with funnel wire mesh and protection pipe of GI of suitbale size upto 7.5 mtr length including charcoal black cotton soil as required at site to achieve the earthing result and common salt, excavation earth work etc in any type of starta complete all as shown in electrical plate No 3 as specified, GI wire suitable size and length for continuity earth wire from test point to main distribution Board and complete all as specified and directed. Note: (i) Rate for achieving required depth by compressor machine if required is deemed included in item unit rate. (ii) After earthing contractor should test the earth value and submit register for earth resistance result to Engr-in-Charge.
M/S SANDEEP CONSTRUCTION COMPANY (BID ID -3396233)
SAMBHAJI D JARANDE (BID ID -3396061)
M/S J J ENTERPRISES (BID ID -3393351)
ShreHari Civil Enginneering and Contractors (BID ID -3393416)
Sunrise Traders (BID ID -3395362)
BHABA CONSTRUCTION (BID ID -3394199)
M/S SUGAM CONSTRUCTION (BID ID -3396029)
Decent Decorators (BID ID -3395530)
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .