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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₹9.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹10.0 L+₹74,114.50 (8.03%)Admitted-Finance 10 SANJAY HSG SOCIETY RACCA COLONY SHARANPUR ROAD NASHIK 422 002 | NASHIK | MAHARASHTRA | 422002 | L2 | Admitted-Finance | |
| 3 | L3₹10.2 L+₹96,934.50 (10.5%)Admitted-Finance HARIPUSHPA APARTMENT BUILDING NO E 1 FLAT NO 01 REST CAMP ROAD DEOLALI CAMP 422 401 | DEOLALI CAMP | NASHIK | MAHARASHTRA | 422401 | L3 | Admitted-Finance | |
| 4 | L4₹10.5 L+₹1.3 L (14.0%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SAMEER SUBHASH PATANI L2 | shubham Enterprises L4 | Vinod Enterprises L3 | JEET CONSTRUCTIONS CO. L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n.exc 1.5m wide and n.exc. 1.5m in depth for foundation, etc. or for shaft, wells and cesspits in Hard / dense soil all as directed. | 25 | Cum | 595 ₹14,875 | 500 ₹12,500 | 300 ₹7,500 Lowest | 580 ₹14,500 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed. | 7.5 | Cum | 200 ₹1,500 | 200 ₹1,500 | 100 ₹750 Lowest | 141 ₹1,057.5 |
| 3.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as directed. | 18 | Cum | 175 ₹3,150 | 200 ₹3,600 | 150 ₹2,700 Lowest | 225 ₹4,050 |
| 4.00 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface. | 18 | Cum | 2,800 ₹50,400 | 1,500 ₹27,000 Lowest | 1,500 ₹27,000 Lowest | 2,150 ₹38,700 |
| 5.00 | 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 etc complete all as directed. | 20 | Cum | 2,400 ₹48,000 | 1,000 ₹20,000 | 900 ₹18,000 Lowest | 1,250 ₹25,000 |
| 6.00 | Anti-termite treatment the top surface of filled earth at the rate of 5 lit of emultion per sqm of surface area. | 30 | Sqm | 175 ₹5,250 | 200 ₹6,000 | 450 ₹13,500 | 68 ₹2,040 Lowest |
| 7.00 | Anti-termite treatment the soil under plinth protection at the at the rate of 5 lit of emultion per sqm of surface area. | 20 | Sqm | 175 ₹3,500 | 200 ₹4,000 | 450 ₹9,000 | 68 ₹1,360 Lowest |
| 8.00 | M & L for providing reinforced cement concrete M-25 (1:1.5;3), using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed. | 5 | Cum | 8,550 ₹42,750 | 7,500 ₹37,500 Lowest | 11,500 ₹57,500 | 8,500 ₹42,500 |
| 9.00 | M & L for use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splayes between floors and beams in rough finished surface of concrete complete all as specified and directed. | 10 | Sqm | 350 ₹3,500 Lowest | 500 ₹5,000 | 450 ₹4,500 | 480 ₹4,800 |
| 10.00 | M&L TMT bars 10mm dia and over, cut to length, bent to shape required, incl 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 etc complete all as specified and directed. | 300 | Kg | 105 ₹31,500 | 125 ₹37,500 | 115 ₹34,500 | 90 ₹27,000 Lowest |
Tender Value
₹9.7 L
EMD Value
₹19,400
Closing Date
22 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) - 422401
AS PER TENDER DOCUMENTS
2025_MES_728739_1
86049/E8
Limited
Civil Works
Item Rate
60 days
DEOLALI
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE DEOLALI
₹19,400
Yes
25 Oct 2025
1 Sept 2025
29 Sept 2025
1 Sept 2025
22 Sept 2025
15 Sept 2025
2 Sept 2025 - 8 Sept 2025
Amount
Excavating in trenches, n.exc 1.5m wide and n.exc. 1.5m in depth for foundation, etc. or for shaft, wells and cesspits in Hard / dense soil all as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as directed.
M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface.
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 etc complete all as directed.
Anti-termite treatment the top surface of filled earth at the rate of 5 lit of emultion per sqm of surface area.
Anti-termite treatment the soil under plinth protection at the at the rate of 5 lit of emultion per sqm of surface area.
M & L for providing reinforced cement concrete M-25 (1:1.5;3), using 20 mm graded stone aggregate, as in beams, cantilevers, bressummers, lintels over 1.50 m span and the like complete all as specified and directed.
M & L for use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splayes between floors and beams in rough finished surface of concrete complete all as specified and directed.
M&L TMT bars 10mm dia and over, cut to length, bent to shape required, incl 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 etc complete all as specified and directed.
Ditto but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders etc complete all as specified and directed.
M&L PCC 1:2:4 type B0 using 12.5mm grade stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges all as specified and directed.
M&L for PCC 1:3:6 type C-1 (20mm graded stone aggregate) cast -in -situ as in copings including use and waste of formwork as required etc complete all as specified and directed.
M&L PCC 1:4:8 type D2 using 40mm grade stone aggregate as in foundation concrete etc complete all as specified and directed.
M&L Flyash Brick work with old size bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.
M&L for Rendering in 10 mm thick plastering 1:6 on brick work or concrete surfaces of any description in wall/ceiling etc finished surfaces even and smooth (without using extra lime or cement) complete all as specifed and directed.
M&L for Rendering 15mm thick in cement morter 1:4 on fair faces of brick work/concrete surfaces including neeru finish to plastering as specified.
M&L for TWO Coat exterior weather coat (Apex paint or Eqivalent) over one coat of exterior primer, including properly making of V shape crakes and filling of all cracks with crakes seal inc. preparation of surface of newly decorated wall etc complete all as directed. Make Asian Apex Ulltima or equivalent.
M&L for applying 2mm thick wall care putty External/Internal on wall all as specified and directed.
M&L for complete removal of existing treatment and applying one coat of plastic emulsion paint( Royal) over and complete all as specified.
M&L for applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth all as specified and directed..
S&F for 150mm bore of PVC (SWR) pipes single socketed in any length with rubber ring joints laid on wall complete all as specified and as directed.
Material and laying for Tubes medium grade, galvanised, with all fittings laid in trenches of size 25 mm outer dia all as specified and directed
Material and laying for Tubes medium grade, galvanised, with all fittings laid in walls /ceilings/ floors etc of size 25 mm outer dia all as specified and directed
Material and fixing for gun metal Gate valve 25 mm dia all as specified and directed
Cutting of existing GI tubing of 50/ 40 mm dia and insertion of Tee for taping of GI pipe 25 mm dia all as specified and directed by Engineer in charge.
M/S SAMEER SUBHASH PATANI (BID ID -3431804)
Vinod Enterprises (BID ID -3432012)
shubham Enterprises (BID ID -3431401)
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