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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹31.7 L+₹2.1 L (7.26%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹32.6 L+₹3.0 L (10.1%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹32.9 L+₹3.3 L (11.2%)Rejected-AOC ITTIKUNNATH X 386 KOREPARAMBIL ROAD NJARACKAL ERNAKULAM 682505 | ERNAKULAM | ERNAKULAM | KERALA | 682505 | L4 | Rejected-AOC L4 | |
| 5 | L5₹34.4 L+₹4.8 L (16.3%)Rejected-AOC EDALAKADU THABORE P O MOOKANNOOR ERNAKULAM DIST KERALA 683 577 | MOOKANNOOR | ERNAKULAM | KERALA | 683577 | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Sreema Enterprises L5 | Kuriako Mathai and company L7 | M/S AARJAY ASSOCIATES L6 | Vidya constructions L1 | ELSOL ENGINEERS L9 | HIGH TECH ENGINEERS AND CO L4 | AVM CONSTRUCTION L8 | RJS ENGINEERS L2 | M/s S & S Enterprises/ Suresh Shivasankarapillai L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in post holes ( or similar holes) in hard/dense soil each n.exc 0.5 cum , getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer n.exc 25cm complete all as specified and directed | 30 | Each | 420 ₹12,600 | 220 ₹6,600 | 415 ₹12,450 | 130 ₹3,900 Lowest | 400 ₹12,000 | 175 ₹5,250 | 420 ₹12,600 | 300 ₹9,000 | 400 ₹12,000 |
| 2.00 | Material and labour cement concrete type C2 1:3:6 ( 40mm graded aggregate) as in foundations, filling and mass-concrete complete all as specified and directed | 4.5 | Cum | 5,250 ₹23,625 Lowest | 6,000 ₹27,000 | 5,900 ₹26,550 | 5,500 ₹24,750 | 6,000 ₹27,000 | 6,000 ₹27,000 | 6,200 ₹27,900 | 9,500 ₹42,750 | 5,900 ₹26,550 |
| 3.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard dense soil complete all as specified and directed | 680 | Sqm | 105 ₹71,400 | 88 ₹59,840 | 98 ₹66,640 | 20 ₹13,600 Lowest | 105 ₹71,400 | 55 ₹37,400 | 100 ₹68,000 | 90 ₹61,200 | 90 ₹61,200 |
| 4.00 | Exacavation in trenches in hard dense soil , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, wells, manholes etc. nexc 10 sq m on plan and n exc1.5 m in depth and getting out in hard dense soil complete all as specified and directed | 28 | Cum | 450 ₹12,600 | 400 ₹11,200 | 435 ₹12,180 | 350 ₹9,800 Lowest | 435 ₹12,180 | 550 ₹15,400 | 440 ₹12,320 | 350 ₹9,800 Lowest | 380 ₹10,640 |
| 5.00 | Material and labour for cement concrete in foundations, filling and mass-concrete using type D2 1:4:8 (40mm graded aggregate) complete all as specified and directed | 5 | Cum | 5,750 ₹28,750 | 5,500 ₹27,500 Lowest | 5,800 ₹29,000 | 5,500 ₹27,500 Lowest | 5,800 ₹29,000 | 8,000 ₹40,000 | 6,000 ₹30,000 | 9,500 ₹47,500 | 5,800 ₹29,000 |
| 6.00 | Material and labour pre-cast cementconcrete block masonry with solid blocks, exc. 10cm in width and setting in mortar,complete Type C 1 1:3:6 set in CM 1:6 complete all as specified and directed | 32 | Cum | 9,200 ₹2,94,400 | 8,900 ₹2,84,800 | 9,250 ₹2,96,000 | 9,300 ₹2,97,600 | 9,400 ₹3,00,800 | 10,500 ₹3,36,000 | 9,150 ₹2,92,800 | 8,500 ₹2,72,000 Lowest | 8,900 ₹2,84,800 |
| 7.00 | Material and labour rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces incl finished even and smooth without using extra cement complete all as specified and directed | 170 | Sqm | 365 ₹62,050 | 370 ₹62,900 | 350 ₹59,500 | 250 ₹42,500 Lowest | 365 ₹62,050 | 365 ₹62,050 | 365 ₹62,050 | 360 ₹61,200 | 360 ₹61,200 |
| 8.00 | Material and labour 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 and 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 complete all as specified and directed | 170 | Sqm | 158 ₹26,860 | 240 ₹40,800 | 170 ₹28,900 | 150 ₹25,500 Lowest | 160 ₹27,200 | 195 ₹33,150 | 170 ₹28,900 | 210 ₹35,700 | 150 ₹25,500 Lowest |
| 9.00 | Material and labour hard core of gauge n.exc 63mm, deposited, spread and levelled in layers n exc 15cm thick broken stone or boulders , water and rammed to a true surface complete all as specified and directed | 68 | Cum | 2,650 ₹1,80,200 | 2,800 ₹1,90,400 | 2,800 ₹1,90,400 | 2,200 ₹1,49,600 | 3,200 ₹2,17,600 | 1,300 ₹88,400 Lowest | 3,000 ₹2,04,000 | 2,750 ₹1,87,000 | 2,400 ₹1,63,200 |
| 10.00 | Material and labour for 75 mm thick PCC 1:4:8 Type D2 40mm graged aggregate as in sub base floor complete all as specified and directed | 680 | Sqm | 530 ₹3,60,400 | 688 ₹4,67,840 | 510 ₹3,46,800 | 380 ₹2,58,400 Lowest | 550 ₹3,74,000 | 400 ₹2,72,000 | 520 ₹3,53,600 | 380 ₹2,58,400 Lowest | 490 ₹3,33,200 |
Tender Value
Refer Docs
EMD Value
₹67,860
Closing Date
26 Jun 2026, 6:00 pmClosed
GE NS KOCHI
Military Engineer Services Garrison Engineer (Naval Services) Kataribagh, Naval Base Post Kochi 682004.
PROVISION OF DEFICIENT PARKING SHED OUTSIDE ADMIN BUILDING ( P-78 ) AT NAD ALWAYE.
2026_MES_770012_1
8672/E8
Open Tender
Civil Works
Item Rate
120 days
ALWAYE
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE NS KOCHI
₹67,860
Yes
1 Aug 2026
5 Jun 2026
29 Jun 2026
5 Jun 2026
26 Jun 2026
20 Jun 2026
5 Jun 2026 - 6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in post holes ( or similar holes) in hard/dense soil each n.exc 0.5 cum , getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer n.exc 25cm complete all as specified and directed | 30 | Each | - | - |
| 2 | Material and labour cement concrete type C2 1:3:6 ( 40mm graded aggregate) as in foundations, filling and mass-concrete complete all as specified and directed | 4.5 | Cum | - | - |
| 3 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard dense soil complete all as specified and directed | 680 | Sqm | - | - |
| 4 | Exacavation in trenches in hard dense soil , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, wells, manholes etc. nexc 10 sq m on plan and n exc1.5 m in depth and getting out in hard dense soil complete all as specified and directed | 28 | Cum | - | - |
| 5 | Material and labour for cement concrete in foundations, filling and mass-concrete using type D2 1:4:8 (40mm graded aggregate) complete all as specified and directed | 5 | Cum | - | - |
| 6 | Material and labour pre-cast cementconcrete block masonry with solid blocks, exc. 10cm in width and setting in mortar,complete Type C 1 1:3:6 set in CM 1:6 complete all as specified and directed | 32 | Cum | - | - |
| 7 | Material and labour rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces incl finished even and smooth without using extra cement complete all as specified and directed | 170 | Sqm | - | - |
| 8 | Material and labour 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 and 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 complete all as specified and directed | - | Sqm | - | - |
| 9 | Material and labour hard core of gauge n.exc 63mm, deposited, spread and levelled in layers n exc 15cm thick broken stone or boulders , water and rammed to a true surface complete all as specified and directed | - | Cum | - | - |
| 10 | Material and labour for 75 mm thick PCC 1:4:8 Type D2 40mm graged aggregate as in sub base floor complete all as specified and directed | 680 | Sqm | - | - |
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