Loading…
Loading…
Tender ID
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₹23.7 LAccepted-AOC ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L1 | Accepted-AOC SINCE L1 | |
| 2 | L2₹24.4 L+₹36,187.56 (1.51%)Rejected-Finance | L2 | Rejected-Finance SINCE NOT L1 | |
| 3 | L3₹25.5 L+₹1.5 L (6.20%)Rejected-Finance | L3 | Rejected-Finance SINCE NOT L1 | |
| 4 | L4₹27.9 L+₹3.9 L (16.2%)Rejected-Finance | L4 | Rejected-Finance SINCE NOT L1 | |
| 5 | L5₹31.4 L+₹7.4 L (30.8%)Rejected-Finance | L5 | Rejected-Finance SINCE NOT L1 |
| Sl No | Description | Qty | Unit | M/S R.K.S. CONSTRUCTION L3 | Vishal Constructions L2 | Alpha Construction L1 | M/s M R MAHANA L7 | J Sams Contructions L6 | PARADISE MILESTONE L5 | RAHUL NAMDEO KADAM L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in Hard/Dense soil complete all as specified and directed. | 312 | Cum | 150 ₹46,800 | 115 ₹35,880 | 100 ₹31,200 | 180 ₹56,160 | 550 ₹1,71,600 | 110 ₹34,320 | 70 ₹21,840 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in Hard/Dense soil complete all as specified and directed. | 75 | Cum | 150 ₹11,250 | 120 ₹9,000 | 100 ₹7,500 | 200 ₹15,000 | 550 ₹41,250 | 150 ₹11,250 | 70 ₹5,250 Lowest |
| 3.00 | Returning, filling in soft/loose/hard/dense soil including spreading, levelling, watering & well ramming in layers n.exc 25cm complete all as specified and directed. | 296 | Cum | 20 ₹5,920 Lowest | 55 ₹16,280 | 50 ₹14,800 | 100 ₹29,600 | 50 ₹14,800 | 50 ₹14,800 | 25 ₹7,400 |
| 4.00 | Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge. | 101.8 | Cum | 20 ₹2,036 Lowest | 65 ₹6,617 | 50 ₹5,090 | 100 ₹10,180 | 100 ₹10,180 | 50 ₹5,090 | 35 ₹3,563 |
| 5.00 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, Dia of pipe 150mm bore complete all as specified and as directed. | 409 | RM | 2 ₹818 | 20 ₹8,180 | 10 ₹4,090 | 25 ₹10,225 | 15 ₹6,135 | 20 ₹8,180 | 1 ₹409 Lowest |
| 6.00 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, Dia of pipe 200mm bore complete all as specified and as directed. | 250 | RM | 2 ₹500 | 20 ₹5,000 | 12 ₹3,000 | 35 ₹8,750 | 15 ₹3,750 | 35 ₹8,750 | 1 ₹250 Lowest |
| 7.00 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, Dia of pipe 300mm bore pipe complete all as specified and as directed. | 100 | RM | 2 ₹200 | 30 ₹3,000 | 15 ₹1,500 | 45 ₹4,500 | 75 ₹7,500 | 90 ₹9,000 | 1 ₹100 Lowest |
| 8.00 | M&L for 150mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge. | 409 | RM | 370 ₹1,51,330 | 950 ₹3,88,550 | 300 ₹1,22,700 | 450 ₹1,84,050 | 395 ₹1,61,555 | 510 ₹2,08,590 | 250 ₹1,02,250 Lowest |
| 9.00 | M&L for 200mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge. | 250 | RM | 550 ₹1,37,500 | 980 ₹2,45,000 | 450 ₹1,12,500 | 666 ₹1,66,500 | 495 ₹1,23,750 | 720 ₹1,80,000 | 370 ₹92,500 Lowest |
| 10.00 | M&L for 300mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge. | 100 | RM | 700 ₹70,000 Lowest | 985 ₹98,500 | 900 ₹90,000 | 1,111 ₹1,11,100 | 795 ₹79,500 | 1,300 ₹1,30,000 | 700 ₹70,000 Lowest |
Tender Value
₹48.8 L
EMD Value
₹97,700
Closing Date
6 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE DEOLALI
MILITARY ENGINEER SERVICES, ON SLOW ROAD, DEOLALI CAMP, NASHIK MAHARASHTRA PIN 422401
SPL REPAIR TO SEWAGE LINES SEPTIC TANKS SOAKAGE PITS AND STORM WATER DRAINS OF MH AND CERTAIN SANCTION WORKS OF AGE B/R HAIG LINE UNDER THE AOR OF GE DEVLALI
2025_MES_731174_1
8143/E8
Open Tender
Civil Works
Item Rate
180 days
GE DEOLALI
Class D Cat a i
10 documents required · 10 mandatory
₹500
GE DEOLALI
₹97,700
Yes
13 Jan 2026
16 Sept 2025
8 Oct 2025
16 Sept 2025
6 Oct 2025
29 Sept 2025
16 Sept 2025 - 23 Sept 2025
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in Hard/Dense soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in Hard/Dense soil complete all as specified and directed.
Returning, filling in soft/loose/hard/dense soil including spreading, levelling, watering & well ramming in layers n.exc 25cm complete all as specified and directed.
Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, Dia of pipe 150mm bore complete all as specified and as directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, Dia of pipe 200mm bore complete all as specified and as directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, Dia of pipe 300mm bore pipe complete all as specified and as directed.
M&L for 150mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge.
M&L for 200mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge.
M&L for 300mm Inner dia DWCPE (SN8) as per IS -16098 (part-III) drain pipes laid in trenches on moorum bed including jointing and testing complete all as specified and directed by Engineer-in-charge.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed.
M&L for cement concrete Type 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, haunching and packing of pipe complete all as specified and as directed.
M&L for cement concrete Type B1 1:2:4 (20 mm graded aggregate) as in lintels upto 1.5 m 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/benching and the like including weathering, slightly rounded for chamfered angles and throating including demolition of cement concrete (unreinforced) is ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stone work and precast concrete articles complete all as specified and as directed.
M&L for Brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed.
M&L for Autoclaved aerated concrete (AAC blocks (light weight) for masonry fixed with ready mixed jointing mortar complete all as specified and as directed. Make/Brand of ready mixed jointing mortar: Shall be 'Speed Dry Mix'/'DUBOUND'/MAGIC BOND'/'BUILDWELL'. Make/Brand of ACC block : 'AEROCON'/Ecolite ISI marked Grade-I as approved by GE.
M & L for Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM 1:4 complete all as specified and as directed.
M & L for Loose filling with broken bricks of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed.
M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
Taking down cement plaster any description on brick or stone walls etc including racking out joints hacking for key scrubbing down with water etc complete all as specified and as directed.
M & L for 15mm thick rendering in cement mortar 1:4 on fair face of brick walls/ concrete surfaces and finished even and smooth without using extra cement in any position incl scafolding etc, complete all as specified and as directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for Note- Rate includes for reinforcement cutting as required to facilitate demolition.
M&L Pre-cast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate in manhole cover/slabs and placing in position including necessary form work in CM 1:6 complete all as specified and directed.
M & L for form work to soffits of suspended slabs such as roof slabs, floor, slabs landings and stair and similar work not exc. 20 cm thick flat rough to receive plaster all as specified and directed.
M & L for RCC (1:1.5:3) Nominal Mix using 20mm graded agg as in slabs, supported on walls, landings, balconies and in shelves and the like complete all as specified and as directed.
S&F for mild steel TMT bars 8mm to 10mm dia cut to length, bent to shape required including cranking, bending, spirally for hooping columns, hooking ends & binding with & including MS wire (annealed) not less than 0.9mm dia of or securing with clips complete all as specified and as directed.
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories
S&F for PVC (SWR) pipe 110 mm dia single socketed in any length with rubber ring jointed level fixed to walls complete all as specified and as directed.
S&F for PVC (SWR) pipe 75 mm dia single socketed in any length with rubber ring jointed level fixed to walls complete all as specified and as directed.
S&F PVC (SWR) plain bend 110 mm dia complete all as specified and as directed.
S&F PVC (SWR) plain bend 75 mm dia complete all as specified and as directed.
S&F PVC (SWR) branch piece single or double 'Y' equal or unequal with access door 110 mm dia complete all as specified and as directed.
S&F PVC (SWR) branch piece single or double 'Y' equal or unequal with access door 75 mm dia complete all as specified and as directed.
S&F PVC (SWR) vent cowl 110 mm dia complete all as specified and as directed.
S&F PVC (SWR) vent cowl 75 mm dia complete all as specified and as directed.
S&F for PVC (SWR) bends with access door 75 mm dia complete all as specified and as directed.
Cutting into road/ black top/PCC pavement of any thickness including excavation in any type of soil upto 0.50m to 0.80m width and 0.50m to 1.50m depth, refiling, compaction of soil after laying of PCC bed, haunching and pipe, packing and compaction with existing soling/GSB/WBM/WMM, and top surface prepared with 0.15m thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) complete all as specified and as directed.
Cutting into existing manholes for removing existing branch drain, making good to pipe and rendering cutting out branch channel, and making good benchings complete all as specified and as directed.
Demolition of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons, walls etc complete all as specified and as as directed.
M & L for chequered cement concrete tiles 30cmx30cmx20mm thick Rubber moulded with grey cement and pigment, over and including 15mm thick screed in CM (1:6), set jointed & pointed in neat cement slurry in floors complete all as specified and as directed.
M & L for Coloured Machine pressed precast conctete interlocking paver block of any shape and size (Two colour combination) confirming to IS 15658-2006 of 80 mm thick, M-40 Grade with grey cement and pigment laid dry in floor/path complete including 30mm thick sand cushioning all as specified and as directed.
Excavation in post holes (or similar holes) in hard/dense soil each not exceeding 0.5 cum getting out, returning, filling in ramming earth or broken rubble in layers not exceeding 25 cm, watering and removing of surplus soil to a distance not exc 50m and making good surfaces, complete all as specified and as directed.
M&L for Mild steel 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
All as per item No.03 above but Ms tie bars 8mm dia and over upto and including 10mm dia as in stirrups, spacers and binders complete all as specified and as directed.
M & L for providing precast cement concrete type B-1 using 20mm graded stone agg 1:2:4 fair finished surface set in cement mortar 1:6 as in boundary pillars, bed plates, pintle blocks, ancho-rage blocks, etc. (of any section indicated), with plain fair faces, including cham fers, weatherings, throat- ing etc. and setting in mortar complete with joints to match incl necessary formwork complete all as specified and as directed.
M & L for preparation of new plastered/concrete surfaces of wall and applying two coats of cement base paint over chalk whitening incl curing to surfaces complete all as specified and directed.
M&L for Surface excavation n. exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out any type of soil complete all as specified and directed
M&L for Hardcore of gauge n exc. 63 mm of broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 100 mm thick Cement concrete type C-2, 1:3:6 (20mm graded aggregate) surfaces finished even and smooth without using extra cement complete all as specified.
M&L for rendering on fair faces of brick or concrete work 10 mm thick in CM 1:6 and to be finished smooth for internal surface complete all as specified and as directed by Engr-in-Charge.
M&L for preparing newly plastered surfaces and applying two coats of distember oil emulsion white or tinted on walls after one coat of white primer complete all as specified and as directed by Engr-in-Charge.
S & F steel work in rectangular/square hollow section pipe as in rafter/purlins and any other situation including special shaped washer etc complete using EWR or inducton butt welded tubes conforming to IS-4923 or IS-1161 grade St-240 complete.
M & L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer.
Pre- painted galvatume 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
Note: Amount of sch of credit of Rs.27485/-will be deducted from total amount of BOQ.
Vishal Constructions (BID ID -3443699)
M/S R.K.S. CONSTRUCTION (BID ID -3440802)
RAHUL NAMDEO KADAM (BID ID -3444203)
PARADISE MILESTONE (BID ID -3444237)
J Sams Contructions (BID ID -3444288)
M/s M R MAHANA (BID ID -3444000)
stage.html
html • 0.06 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 • 0.04 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 .