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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC 1506 15TH FLOOR CORPORATE PARK SECTOR 18 PLOT NO 14 15 VASHI NAVI MUMBAI 400 703 | NAVI MUMBAI | THANE | MAHARASHTRA | 400703 | ₹3.4 Cr Quoted ₹3.5 Cr | L1 | Accepted-AOC Being lowest |
| 2 | L2₹3.7 Cr+₹17.4 L (4.96%)Rejected-Finance | ₹3.7 Cr+₹17.4 L (4.96%) | L2 | Rejected-Finance Being not lowest |
| 3 | L3₹4.0 Cr+₹47.0 L (13.4%)Rejected-Finance | ₹4.0 Cr+₹47.0 L (13.4%) | L3 | Rejected-Finance Being not lowest |
| 4 | L4₹4.0 Cr+₹47.7 L (13.6%)Rejected-Finance IV 356 RAMANTHALI PAYYANUR KANNUR DIST KERALA 670308 | PAYYANUR | KANNUR | KERALA | 670308 | ₹4.0 Cr+₹47.7 L (13.6%) | L4 | Rejected-Finance Being not lowest |
| 5 | L5₹4.1 Cr+₹60.0 L (17.1%)Rejected-Finance | ₹4.1 Cr+₹60.0 L (17.1%) | L5 | Rejected-Finance Being not lowest |
| Sl No | Description | Qty | Unit | B5BUILDING SOLUTIONS L10 | GOVARDHAN AND COMPANY L9 | M/s K V Ramachandran L7 | K P DIVAKARAN L6 | CREATIVE BUILDERS L5 | Rhoda Cognax Private Limited L1 | M/S V ASSOCIATES L4 | EVERGREEN ENTERPRISES L3 | GORANTLA GEOSYNTHETICS LIMITED L2 | JYOTI ENTERPRISES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparing the slope and dressing of soil by removing debris from slope surface incl cutting the bushes which effect the area etc complete all as directed by Engr-in-Charge. | 5,688 | Sqm | 550 ₹31,28,400 | 200 ₹11,37,600 | 251 ₹14,27,688 | 250 ₹14,22,000 | 450 ₹25,59,600 | 100 ₹5,68,800 | 120 ₹6,82,560 | 100 ₹5,68,800 | 71.57 ₹4,07,083.33 Lowest | 525 ₹29,86,200 |
| 2.00 | Trimming the branches of trees exc. 30 cm girth which effect the area and reduce the self weight of trees as per directions of Engr-in-charge. | 1,000 | Each | 780 ₹7,80,000 | 510 ₹5,10,000 | 610 ₹6,10,000 | 600 ₹6,00,000 | 700 ₹7,00,000 | 145 ₹1,45,000 Lowest | 1,200 ₹12,00,000 | 760 ₹7,60,000 | 486.62 ₹4,86,623.3 | 1,200 ₹12,00,000 |
| 3.00 | Cutting the hard rock in slope 0-30 cm in depth (avg 15 cm) by using manual means not exc 10 mtr height incl scaffolding & safety measures as per site requirement complete all as directed by Engr-in-Charge. | 664 | Sqm | 1,625 ₹10,79,000 | 510 ₹3,38,640 | 610 ₹4,05,040 | 600 ₹3,98,400 | 1,100 ₹7,30,400 | 370 ₹2,45,680 | 2,400 ₹15,93,600 | 1,750 ₹11,62,000 | 369.79 ₹2,45,543.08 Lowest | 655 ₹4,34,920 |
| 4.00 | Cutting the soft rock in slope 0-30cm in depth (avg 15 cm) by using manual means and not exc 10 mtr height incl scaffolding & safety measure as per site requirement complete all as directed by Engr-in-Charge. | 1,256 | Sqm | 925 ₹11,61,800 | 850 ₹10,67,600 | 755 ₹9,48,280 | 750 ₹9,42,000 | 800 ₹10,04,800 | 280 ₹3,51,680 | 1,800 ₹22,60,800 | 700 ₹8,79,200 | 236.63 ₹2,97,203.01 Lowest | 695 ₹8,72,920 |
| 5.00 | Cutting the disintegrated rock in slope 0-30cm in depth (avg 15 cm) by manual means and not exc 10 mtr height incl scaffolding & safety measure as per site requirement complete all as directed by Engr-in-Charge. | 1,256 | Sqm | 1,200 ₹15,07,200 | 950 ₹11,93,200 | 905 ₹11,36,680 | 900 ₹11,30,400 | 1,000 ₹12,56,000 | 235 ₹2,95,160 Lowest | 1,200 ₹15,07,200 | 1,200 ₹15,07,200 | 239.24 ₹3,00,483.3 | 750 ₹9,42,000 |
| 6.00 | Geogrid material from the crest of slope throughout any height and provide an anchorage at the crest of the slope and incl anchorage at the bottom of the slope after spreading through out the height of the slope as per directions of Engr-in-charge.
Note: material used polypropylene, tensile str > 30KN/m, aperture size 30 x 40mm | 5,024 | Sqm | 1,560 ₹78,37,440 | 2,000 ₹1,00,48,000 | 1,803 ₹90,58,272 | 1,800 ₹90,43,200 | 1,300 ₹65,31,200 | 460 ₹23,11,040 | 150 ₹7,53,600 Lowest | 370 ₹18,58,880 | 971.93 ₹48,82,970.29 | 3,030 ₹1,52,22,720 |
| 7.00 | Drapery double twist mesh from the crest of slope throughout any height and provide an anchorage at the crest of the slope and incl anchorage at the bottom of the slope after spreading through out the height of the slope as per directions of Engr-in-charge. Note: Mesh size 80x100mm, wire dia 3.7mm, wire core dia 2.7mm, Tensile str 350-550 KN/mm2, mesh will be PVC coating of thickness 0.5mm, fastner dia 3.0mmTensile str length direction 52 KN/m and tensile str in crosswise direction 27 KN/m, coating class 'A', for corrosion control Zn or Zn-Al with PVC. | 5,688 | Sqm | 2,175 ₹1,23,71,400 | 2,700 ₹1,53,57,600 | 2,503 ₹1,42,37,064 | 2,500 ₹1,42,20,000 | 2,000 ₹1,13,76,000 | 2,800 ₹1,59,26,400 | 3,600 ₹2,04,76,800 | 3,000 ₹1,70,64,000 | 1,475.29 ₹83,91,423.36 Lowest | 1,650 ₹93,85,200 |
| 8.00 | Earth work in excavation of hard rock (blasting prohibited) by mechanical means(Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge for drain near the crest of the slope and for rock fall trenches at bottom.
Note :- Where working is not possible by machinery, must be done manually as per directed by Engineer-in-charge and quoted rates shall deem to inclusive of this provision. | 532.5 | Cum | 2,800 ₹14,91,000 | 1,900 ₹10,11,750 | 1,910 ₹10,17,075 | 1,900 ₹10,11,750 | 3,110 ₹16,56,075 | 1,450 ₹7,72,125 | 2,400 ₹12,78,000 | 4,600 ₹24,49,500 | 1,124.82 ₹5,98,968.94 | 625 ₹3,32,812.5 Lowest |
| 9.00 | Earth work in excavation of all kind of soil by mechanical means(Hydraulic excavator) over areas (not exceeding 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge for drain near the crest of the slope and for rock fall trenches at bottom.
Note :- Where working is not possible by machinery, must be done manually as per directed by Engineer-in-charge and quoted rates shall deem to inclusive of this provision. | 532.5 | Cum | 430 ₹2,28,975 | 255 ₹1,35,787.5 Lowest | 305 ₹1,62,412.5 | 300 ₹1,59,750 | 285 ₹1,51,762.5 | 280 ₹1,49,100 | 420 ₹2,23,650 | 900 ₹4,79,250 | 882.06 ₹4,69,696.1 | 650 ₹3,46,125 |
| 10.00 | Geomembrane HDPE material having thickness 1.5mm (1500 micron) with permeability not greater than 10-11 in the trench as per directions of Engr-in-charge. | 4,266 | Sqm | 1,620 ₹69,10,920 | 1,224 ₹52,21,584 | 1,371 ₹58,48,686 | 1,370 ₹58,44,420 | 1,500 ₹63,99,000 | 730 ₹31,14,180 | 420 ₹17,91,720 Lowest | 1,100 ₹46,92,600 | 1,126.22 ₹48,04,461.35 | 450 ₹19,19,700 |
Tender Value
₹4.3 Cr
EMD Value
₹5.1 L
Closing Date
1 Oct 2025, 6:00 pmClosed
CE(NW) KOCHI
CHIEF ENGINEER NAVAL WORKS KOCHI MILITARY ENGINEER SERVICE NAVAL BASE POST KATARIBAGH KOCHI-682004
PROVISION OF LANDSLIDE MITIGATION WORKS AT VARIOUS LOCATIONS AT INA EZHIMALA
2025_MES_725871_1
891093
Open Tender
Civil Works
Item Rate
270 days
EZHIMALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
GE(P) EZHIMALA
₹5.1 L
Yes
10 Dec 2025
12 Aug 2025
3 Oct 2025
12 Aug 2025
1 Oct 2025
17 Sept 2025
12 Aug 2025 - 25 Aug 2025
Amount
Preparing the slope and dressing of soil by removing debris from slope surface incl cutting the bushes which effect the area etc complete all as directed by Engr-in-Charge.
Trimming the branches of trees exc. 30 cm girth which effect the area and reduce the self weight of trees as per directions of Engr-in-charge.
Cutting the hard rock in slope 0-30 cm in depth (avg 15 cm) by using manual means not exc 10 mtr height incl scaffolding & safety measures as per site requirement complete all as directed by Engr-in-Charge.
Cutting the soft rock in slope 0-30cm in depth (avg 15 cm) by using manual means and not exc 10 mtr height incl scaffolding & safety measure as per site requirement complete all as directed by Engr-in-Charge.
Cutting the disintegrated rock in slope 0-30cm in depth (avg 15 cm) by manual means and not exc 10 mtr height incl scaffolding & safety measure as per site requirement complete all as directed by Engr-in-Charge.
Geogrid material from the crest of slope throughout any height and provide an anchorage at the crest of the slope and incl anchorage at the bottom of the slope after spreading through out the height of the slope as per directions of Engr-in-charge. Note: material used polypropylene, tensile str > 30KN/m, aperture size 30 x 40mm
Drapery double twist mesh from the crest of slope throughout any height and provide an anchorage at the crest of the slope and incl anchorage at the bottom of the slope after spreading through out the height of the slope as per directions of Engr-in-charge. Note: Mesh size 80x100mm, wire dia 3.7mm, wire core dia 2.7mm, Tensile str 350-550 KN/mm2, mesh will be PVC coating of thickness 0.5mm, fastner dia 3.0mmTensile str length direction 52 KN/m and tensile str in crosswise direction 27 KN/m, coating class 'A', for corrosion control Zn or Zn-Al with PVC.
Earth work in excavation of hard rock (blasting prohibited) by mechanical means(Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge for drain near the crest of the slope and for rock fall trenches at bottom. Note :- Where working is not possible by machinery, must be done manually as per directed by Engineer-in-charge and quoted rates shall deem to inclusive of this provision.
Earth work in excavation of all kind of soil by mechanical means(Hydraulic excavator) over areas (not exceeding 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge for drain near the crest of the slope and for rock fall trenches at bottom. Note :- Where working is not possible by machinery, must be done manually as per directed by Engineer-in-charge and quoted rates shall deem to inclusive of this provision.
Geomembrane HDPE material having thickness 1.5mm (1500 micron) with permeability not greater than 10-11 in the trench as per directions of Engr-in-charge.
Filling the trench (under item No 8 & 9) with aggregates of size 25mm as per directions of Engr-in-charge.
Placing the vativer seeds on the slope of the crest and face including providing manure till completion of work complete all as specified and directed.
Excavating in post holes (or similar holes) as in hard rock 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 and removing surplus materials off the premises all as specified and as directed.
Material and labour for PCC (1:3:6) type C-2, (using 40mm graded stone aggregate) as in foundation, mass fillings for embedding angle iron fencing posts/struts etc. complete all as directed.
Mild steel 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 conforming to Fe-290 Gde E-165 ® complete all as directed.
Supply only chain link MS galvanised fencing, any size or type mesh size all as specified and as directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire all as specified and as directed.
Mild steel MS rod 10mm dia and over secured with chain link fencing for necessary tieing etc complete of Fe-410-W quality all as specified and as directed.
Preparation of new steel surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed by Engr-in-Charge.
Preparation of new steel surfaces not exceeding 10cm width or girth and applying 2 coats of aluminium paint over a coat of red oxide zinc chrome primer all as specified and as directed.
Providing one labour for maintenance of vativer grass properly from the date of completion of work, watering in the morning and evening, removing dead grass and placing with new, providing manure and fertilizer in required proportion twice during the period and spraying of insecticide and fungicides as and when required till the expiry period @ one gardener per day all as specified and as directed.
Removing excavated rock to a distance exc 50 m but not exc 250m and depositing where directed by Engr-in-Charge.
Removing excavated rock (soft and disintegrated) exc 5km but not exc 15km and depositing where directed by Engr-in-Charge.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.Complete all as specified. (For hard/ dense soil)
Removing excavated soil to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point,complete all as specified.
Cutting existing steel tubing of bore 15mm dia and making alterations for connecting 20mm outer dia CPVC pipe or additions (Each cut measured) all as specified and as directed.
Cutting existing steel tubing of bore 20mm dia and making alterations for connecting 25mm outer dia CPVC pipe or additions (Each cut measured) all as specified and as directed.
Cutting existing steel tubing of bore 25/32mm for alterations or additions (Each cut measured) all as specified and as directed.
Cutting existing steel tubing of bore 40mm for alterations or additions (Each cut measured) all as specified and as directed.
Disconnection and taking out old GI water tubing of any size ie 15mm/20mm/25mm/32mm & 40mm dia bore and connected GM valves etc all as specified and as directed (Note: All retrieved material shall be the property of the contractor under schedule of credit)
Supplying and laying of CPVC pipes of 16mm dia SDR 11 & Plain CPVC SDR 11 fittings in trenches or on walls, floors, ceiling etc with suitable clamps, brackets and supports complete all as specified and directed.
Supplying and laying of CPVC pipes of 20mm dia SDR 11 & Plain CPVC SDR 11 fittings in trenches or on walls, floors, ceiling etc with suitable clamps, brackets and supports complete all as specified and directed.
Supplying and laying of CPVC pipes of 25mm dia SDR 11 & Plain CPVC SDR 11 fittings in trenches or on walls, floors, ceiling etc with suitable clamps, brackets and supports complete all as specified and directed.
Supplying and laying of CPVC pipes of 32mm dia SDR 11 & Plain CPVC SDR 11 fittings in trenches or on walls, floors, ceiling etc with suitable clamps, brackets and supports complete all as specified and directed.
Supplying and laying of CPVC pipes of 40mm dia SDR 11 & Plain CPVC SDR 11 fittings in trenches or on walls, floors, ceiling etc with suitable clamps, brackets and supports complete all as specified and directed.
CPVC ball valve of 16mm dia complete all as specified and directed.
CPVC ball valve of 20mm dia complete all as specified and directed.
CPVC ball valve of 25mm dia complete all as specified and directed.
CPVC ball valve of 32mm dia complete all as specified and directed.
CPVC ball valve of 40mm dia complete all as specified and directed.
25mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod and HDPE ball screwed for GI pipe complete all as specified and directed.
Shifting of existing PVC storage water tank of capacity exc 500 Ltr and not exc 1000 Ltr including making PCC foundation etc. all as specified and as directed.
Shifting of existing PVC storage water tank of capacity 500 Ltrs including making PCC foundation etc. all as specified and as directed.
Rotational moulded polyethylene double layered water storage tanks (cylindrical vertical with closed top) of capacity 500 Ltrs hoisted and fixed in position all as specified in SSR Part I all as specified and as directed.
Rotational moulded polyethylene double layered water storage tanks (cylindrical vertical with closed top) of capacity 1000 Ltrs hoisted and fixed in position all as specified in SSR Part I all as pecified and as directed.
Unreinforced precast concrete cable cover, Class LV, Type I, flat, size 250mm x 150mm x 40mm all as specified and as directed.
Spreading riddled earth for cushioning and covering of the UG cable in trenches complete all as specified and as directed by Engineer-in-charge. Note:- Punned thickness shall be measured and paid. Excavated approved soil shall be riddled by using sieve to separate composite particles as per IS.
XLPE insulated armoured heavy duty aluminium conductor 1100 V grade LT cable of size 4 sqmm 2 core including connection, testing complete all as specified.
XLPE insulated armoured heavy duty aluminium conductor 1100 V grade LT cable of size 16 sqmm 4 core including connection, testing complete all as specified.
XLPE insulated armoured heavy duty aluminium conductor 1100 V grade LT cable of size 35 sqmm 3.5 core including connection, testing complete all as specified.
Cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size 25 to 50 sqmm,Indoor/Outdoor type all as pecified and as directed.
Taking down the unserviceable LT UG cable of sizes 4 sqmm 2 core/16 sqmm 4 core /35 sqmm 3.5 core including removing cable protection cover etc all as specified.
GORANTLA GEOSYNTHETICS LIMITED (BID ID -3434480)
EVERGREEN ENTERPRISES (BID ID -3434504)
M/S V ASSOCIATES (BID ID -3440403)
CREATIVE BUILDERS (BID ID -3434705)
K P DIVAKARAN (BID ID -3434581)
M/s K V Ramachandran (BID ID -3434297)
JYOTI ENTERPRISES (BID ID -3440522)
GOVARDHAN AND COMPANY (BID ID -3434246)
B5BUILDING SOLUTIONS (BID ID -3428712)
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