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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L-1 | Accepted-AOC The firrm being L-1 |
| 2 | L-2₹1.3 Cr+₹27,041 (0.21%)Rejected-Finance PLOT NO 60 BEHIND SETU KENDRA JAWAHAR NAGAR PETROL PUMP BHANDARA 441906 | BHANDARA | MAHARASHTRA | 441906 | ₹1.3 Cr+₹27,041 (0.21%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.4 Cr+₹9.3 L (7.16%)Rejected-Finance | ₹1.4 Cr+₹9.3 L (7.16%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.4 Cr+₹13.7 L (10.6%)Rejected-Finance A 111 POONAM ORBIT 1ST FLOOR BEH DEEPAK HOSPITAL QUEENS PARK MIRA BHAVANDAR ROAD MIRA ROAD E THANE 401107 | MIRA ROAD E | THANE | MAHARASHTRA | 401107 | ₹1.4 Cr+₹13.7 L (10.6%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹1.4 Cr+₹14.8 L (11.5%)Rejected-Finance 2 1ST FLOOR G BLOCK RANJIT STUDIO DADA SAHEB PHALKE ROAD DADAR MUMBAI MAHARASHTRA 400014 | MUMBAI | MUMBAI | MAHARASHTRA | 400014 | ₹1.4 Cr+₹14.8 L (11.5%) | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | richi jain L5 | Vikash Enterprises L4 | Piyara Construction L3 | JAYPEE ENTERPRISES L2 | ACCORD ASSOCIATES L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Repairs to compound wall of Quarter No. CL-II ( 02 to 12), CL-VI/1, CL-VII (2A, 2B, 3A, 3B, 4A, 4B, 5A), CL-VIII (02 to 06) of OFA quarters at West area at OE, Ambarnath | ||||||||
| 1.10 | Dismantling fencing wire mesh, | 5,350 | Sqm | 60.6 ₹3,24,210 | 100 ₹5,35,000 | 30 ₹1,60,500 | 9 ₹48,150 Lowest | 10 ₹53,500 |
| 2.10 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground | 2,100 | RM | 202 ₹4,24,200 | 90 ₹1,89,000 | 41 ₹86,100 | 35 ₹73,500 | 20 ₹42,000 Lowest |
| 3.10 | Dismantling wrought iron or mild steel work of any description not otherwise provided for | 30 | Qtl | 6,060 ₹1,81,800 | 1,000 ₹30,000 | 525 ₹15,750 | 400 ₹12,000 Lowest | 500 ₹15,000 |
| 4.10 | Excavating Hard/dense soil in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, | 2,650 | Each | 1,515 ₹40,14,750 | 75 ₹1,98,750 Lowest | 300 ₹7,95,000 | 250 ₹6,62,500 | 225 ₹5,96,250 |
| 5.10 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for , manholes, etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil, complete all as specified | 535 | Cu.m | 555.5 ₹2,97,192.5 | 270 ₹1,44,450 Lowest | 400 ₹2,14,000 | 350 ₹1,87,250 | 400 ₹2,14,000 |
| 6.10 | M&L Cement concrete in foundations, filling and mass concrete Type B2 1:2:4 40mm graded aggregate. | 315 | Cu.m | 5,555 ₹17,49,825 | 5,300 ₹16,69,500 Lowest | 5,500 ₹17,32,500 | 5,700 ₹17,95,500 | 6,000 ₹18,90,000 |
| 7.10 | M&L Walling of random rubble, uncoursed in cement mortar 1:6 etc all complete as directed by Engg-in-Charge. | 621 | Cu.m | 4,545 ₹28,22,445 | 5,500 ₹34,15,500 | 5,000 ₹31,05,000 | 3,400 ₹21,11,400 Lowest | 4,000 ₹24,84,000 |
| 8.10 | M&L Raised pointing in cement mortar 1:4 to random or polygonal rubble, uncoursed or brought upto courses etc all complete as directed by Engg-in-charge | 270 | Per.10 Sqm | 353.5 ₹95,445 Lowest | 3,000 ₹8,10,000 | 2,700 ₹7,29,000 | 1,400 ₹3,78,000 | 1,800 ₹4,86,000 |
| 9.10 | M&L cement concrete in coping Type B1 1:2:4 (20 mm graded aggregate ) including use of form work and smooth finishing etc all complete | 70 | Cu.m | 8,585 ₹6,00,950 | 5,700 ₹3,99,000 Lowest | 7,200 ₹5,04,000 | 7,100 ₹4,97,000 | 8,000 ₹5,60,000 |
Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
28 Jul 2025, 3:00 pmClosed
Executive Director
Ordnance Factory Ambernath
Repairs to compound wall of Quarter No. CL-II ( 02 to 12), CL-VI/1, CL-VII (2A, 2B, 3A, 3B, 4A, 4B, 5A), CL-VIII (02 to 06) of OFA quarters at West area at OE, Ambarnath
2025_YIL_240453_1
OFA/Cont/03/EOC/ND2407 of 2025-26
Open Tender
Civil Works
Item Rate
365 days
Ordnance Estate Ambarnath
Please refer tender documents
8 documents required · 8 mandatory
₹0
₹2.3 L
6 Oct 2025
7 Jul 2025
2 Aug 2025
7 Jul 2025
28 Jul 2025
7 Jul 2025
Amount
Repairs to compound wall of Quarter No. CL-II ( 02 to 12), CL-VI/1, CL-VII (2A, 2B, 3A, 3B, 4A, 4B, 5A), CL-VIII (02 to 06) of OFA quarters at West area at OE, Ambarnath
Dismantling fencing wire mesh,
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground
Dismantling wrought iron or mild steel work of any description not otherwise provided for
Excavating Hard/dense soil in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,
Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for , manholes, etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil, complete all as specified
M&L Cement concrete in foundations, filling and mass concrete Type B2 1:2:4 40mm graded aggregate.
M&L Walling of random rubble, uncoursed in cement mortar 1:6 etc all complete as directed by Engg-in-Charge.
M&L Raised pointing in cement mortar 1:4 to random or polygonal rubble, uncoursed or brought upto courses etc all complete as directed by Engg-in-charge
M&L cement concrete in coping Type B1 1:2:4 (20 mm graded aggregate ) including use of form work and smooth finishing etc all complete
Providing precast cement concrete Type B1 1:2:4 (20mm graded aggregate) set in cement mortar 1:4 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 with groove for placing precast planks and holes for bolting of MS angle, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling). 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 all complete as directed by Engg-in-charge
S&F Providing precast cement concrete fencing planks/louvres and jallies with groove , 50mm thick (measured solid) for placing in precast pillar, including all mouldings but excluding frame , Type B0 1:2:4 (12mm graded aggregate) set in cement mortar 1:4 all complete as directed by Engg-in-charge
M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. Make : Nerolac/Asian/Berger or equivalent
M&L Structural steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete, (Fe 410-W(Gde-E- 250)quality- A) Make : Tata/Jindal/Sail or equivalent
S&F rolled mild steel angle iron posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work confirming to Fe-290 Gde E-165
S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
M & L for RCC design mix M-20, 20mm graded aggregates Columns, pillars, piers, posts and struts
S/F Mild steel twisted bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending, binding with mild steel wire of dia not less than 0.9 mm or securing with clips .
S/F Mild steel twisted bars 6 to 8mm dia and over, cut to length, bent to shape required, including cranking, bending, binding with mild steel wire of dia not less than 0.9 mm or securing with clips .
M&L Rendering 20 mm thick on wall fair faces of brick work or concrete surfaces, C:M 1:6, smooth finish
M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchions (Square, rectangular or polygonal)
M&L preparation of new steel & iron surfaces of any description, over 10cm in width or girth, not otherwise described and painting with sy. enamel paint two coat over a red oxide.
S&F of Tubes, 'Medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors of 40mm bore
S&F Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed, Size 250 mm
Forming V grooves in plaster n exc 10mm deep and n exc 10mm on face
S&F PVC pipe single socketed, in any length with rubber ring joints, laid in trenches or in floors, 75mm dia at required intervals, Placed staggered to act as weep holes etc all complete as directed by Engg-in-Charge.
Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5m
Dismantled chain link fencing, Ms gate and other misc steel section (Credit item)
JAYPEE ENTERPRISES (BID ID -878071)
Piyara Construction (BID ID -877589)
Vikash Enterprises (BID ID -877424)
richi jain (BID ID -877279)
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