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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-AOC VIKRANT COMPLEX BUILDING NO 1 SHOP NO 5 PIMPRI WAGHERE PUNE 411017 | PUNE | PUNE | MAHARASHTRA | 411017 | ₹32.6 L Quoted ₹35.2 L | L1 | Accepted-AOC L1 quoted rates are satisfactory |
| 2 | L2₹36.1 LRejected-Finance | ₹36.1 L | L2 | Rejected-Finance Greater than L1 |
| 3 | L3₹37.7 LRejected-Finance FLAT NO 401 TULSANI HEIGHTS 4TH FLOOR GREEN PARK SOCIETY AKURDI GURUDWARA TO WALHEKAR WADI ROAD CHINCHWAD PUNE 411033 | PUNE | MAHARASHTRA | 411033 | ₹37.7 L | L3 | Rejected-Finance Greater than L1 |
| Sl No | Description | Qty | Unit | M/S. Suryawanshi And Brothers L1 | KARPE AND SONS CONSTRUCTION L2 | SHAILENDRA B TULSANI L3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specifed and directed by Engineer-in-Charge. | 209.3 | Cum | 750 ₹1.6 L | 320 ₹66,976 | 350 ₹73,255 |
| 2.00 | M&L for walling or random rubble un coursed well bonded beded and solidly hearted built in cement mortar 1:6 brought upto course complete all as specified. | 125.58 | cum | 6,800 ₹8.5 L | 5,750 ₹7.2 L | 4,600 ₹5.8 L |
| 3.00 | All as per item No 2 here-in-before but Except stones | 83.72 | cum | 3,400 ₹2.8 L | 2,500 ₹2.1 L | 2,600 ₹2.2 L |
| 4.00 | M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints,as specified ,of random rubble walling un coursed brought upto maximum depression of 40mm thick on granite or trap stones complete all as specified. | 455 | Sqm | 325 ₹1.5 L | 200 ₹91,000 | 350 ₹1.6 L |
| 5.00 | Raking out joints/ pointing of cement or cement lime mortar to random rubble or poly gonal rubble uncoursed or brought up to courses complete all as specified | 30 | XSqm | 195 ₹5,850 | 200 ₹6,000 | 300 ₹9,000 |
| 6.00 | M&L for Raised pointing in CM 1:4 to random or polygonal rubble un coursed or up to course complete all as specified . | 75.5 | XSqm | 260 ₹19,630 | 600 ₹45,300 | 1,050 ₹79,275 |
| 7.00 | Demolition of concrete (un re-inforced) of any description and in any position not other wise specially provided for complete all as specified and as directed by Engineer-in-Charge. | 21.38 | Cum | 1,850 ₹39,553 | 400 ₹8,552 | 350 ₹7,483 |
| 8.00 | M&L for plain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in sub base to floor complete all as specified and as directed by Engineer-in-Charge. | 13 | Cum | 4,550 ₹59,150 | 3,500 ₹45,500 | 4,100 ₹53,300 |
| 9.00 | M&L Plain Cement Concrete Type B2 1:2:4(using 20 mm graded granite stone aggregate) in coping etc complete all as specified and directed by Engineer-in-Charge. | 3.38 | Cum | 6,750 ₹22,815 | 3,600 ₹12,168 | 5,800 ₹19,604 |
| 10.00 | M&L Plain Cement Concrete Type C2 1:3:6(using 20 mm graded granite stone aggregate) in foundations, filling and mass concrete for fixing of angle iron posts etc complete all as specified and directed by Engineer-in-Charge. | 5 | Cum | 5,700 ₹28,500 | 3,500 ₹17,500 | 5,200 ₹26,000 |
Updated dates
Tender Value
₹41.3 L
EMD Value
₹82,600
Closing Date
16 Mar 2026, 6:00 pmClosed
Gaurav Tiwari, IDSE
GE (I) (NAVY), INS SHIVAJI - POST, LONAVLA -410402
ADDN ALTN TO EXISTING SECURITY WALL AT AF STN LONAVLA
2026_MES_752790_1
GE/LONAVLA/8415/E8
Open Tender
Civil Works
180 days
GE (I) (NAVY) LONAVLA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE (I) (NAVY) LONAVLA
₹82,600
Yes
28 Mar 2026
14 Feb 2026
18 Mar 2026
14 Feb 2026
16 Mar 2026
2 Mar 2026
14 Feb 2026 - 28 Feb 2026
Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specifed and directed by Engineer-in-Charge.
M&L for walling or random rubble un coursed well bonded beded and solidly hearted built in cement mortar 1:6 brought upto course complete all as specified.
All as per item No 2 here-in-before but Except stones
M&L for Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints,as specified ,of random rubble walling un coursed brought upto maximum depression of 40mm thick on granite or trap stones complete all as specified.
Raking out joints/ pointing of cement or cement lime mortar to random rubble or poly gonal rubble uncoursed or brought up to courses complete all as specified
M&L for Raised pointing in CM 1:4 to random or polygonal rubble un coursed or up to course complete all as specified .
Demolition of concrete (un re-inforced) of any description and in any position not other wise specially provided for complete all as specified and as directed by Engineer-in-Charge.
M&L for plain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in sub base to floor complete all as specified and as directed by Engineer-in-Charge.
M&L Plain Cement Concrete Type B2 1:2:4(using 20 mm graded granite stone aggregate) in coping etc complete all as specified and directed by Engineer-in-Charge.
M&L Plain Cement Concrete Type C2 1:3:6(using 20 mm graded granite stone aggregate) in foundations, filling and mass concrete for fixing of angle iron posts etc complete all as specified and directed by Engineer-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified.
S&F for mild steel work for posts,of fencing ,gratings etc (Beam, tee, angle, channel or flat section ,square bars sections) including distance pieces, cleats etc complete all as specified.
M&L for Preparation of new steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of anticorrosive paint (Epoxy) over acoat of epoxy primer complete all as specified and directed by Engineer-in-Charge.
M&L for Preparation of old steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of anticorrosive paint complete all as specified and directed by Engineer-in-Charge.
Dismantling of barbed wire fencing wire of any description etc
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 ofstandard rails strain- ing bolts, including, securing or tying at rossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed by Engineer-in-Charge (each line wire to be measured) complete all as specified.
Supply and fixing in repair stain less steel (SS-304) concertina coil fencing with razor punched tape concertina helix coil 600 mm dia (before stretch) having 50 no of turn per coil per 6 metre length, spring core wire (2.6 mm thick) (+/- 0.1)mm of high tensile strength of1450-1650N/sq.mm and fixing the same in Y-shaped angle iron including required necessary clips ,staples, J bolts , complete all as specified & as direction of Engineer-in-Charge.
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