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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LAccepted-AOC KATTUPADATH H AZHEEKAL P O VYPEEN KOCHI ERNAKULAM DIST KERALA 682 508 | KOCHI | ERNAKULAM | KERALA | 682508 | ₹34.0 L Quoted ₹34.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹35.3 LRejected-Finance NIVAS S J NIVAS 26 1798A CHALANCHERY ROAD MAMMAJIMUKU THEVARA KOCHI 682 013 | KOCHI | ERNAKULAM | KERALA | 682013 | ₹35.3 L | L2 | Rejected-Finance Rejected due to not being L1 |
| 3 | L3₹37.1 LRejected-Finance 18 837 KILIYARA HOUSE PERUMPADAPPU PALLURUTHY PO KOCHI 682 006 | ERNAKULAM | KERALA | 682006 | ₹37.1 L | L3 | Rejected-Finance Rejected due to not being L1 |
| 4 | L4₹41.7 LRejected-Finance CHATHANATTU HOUSE XXIII 362B 1 AYYANKALI ROAD EDAKOCHI KOCHI 682 010 | KOCHI | ERNAKULAM | KERALA | 682010 | ₹41.7 L | L4 | Rejected-Finance Rejected due to not being L1 |
| Sl No | Description | Qty | Unit | MS BUILDERS L1 | SUKU CONSTRUCTIONS L2 | ANIE JOHN CONTRACTORS L4 | Anaswara Constructions L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (reinforced) in ground floor and paving not exceeding 15 cm thick (below or above G.L) all as specified and directed. | 7 | Cum | 350 ₹2,450 | 400 ₹2,800 | 500 ₹3,500 | 300 ₹2,100 |
| 2.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. | 2 | Qtl | 450 ₹900 | 600 ₹1,200 | 490 ₹980 | 480 ₹960 |
| 3.00 | Excavation in trenches for soft/loose soil , n exc1.5 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 exc1.5 m in depth and getting out complete all as specified and directed. | 65 | Cum | 300 ₹19,500 | 200 ₹13,000 | 450 ₹29,250 | 300 ₹19,500 |
| 4.00 | Excavation over area, n exc 1.5m deep and getting out in soft loose soil complete all as specified and directed. | 217 | Cum | 300 ₹65,100 | 150 ₹32,550 | 500 ₹1.1 L | 320 ₹69,440 |
| 5.00 | Excavation over area, exc 1.5m deep and getting out in soft loose soil for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed. | 2.9 | Cum | 300 ₹870 | 300 ₹870 | 700 ₹2,030 | 310 ₹899 |
| 6.00 | Returning, filling in soil including watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 104.1 | Cum | 125 ₹13,012.50 | 120 ₹12,492 | 300 ₹31,230 | 120 ₹12,492 |
| 7.00 | Removing excavated material exc. 50m but n exc. 250m and depositing where directed complete all as specified and directed. | 50 | Cum | 150 ₹7,500 | 150 ₹7,500 | 300 ₹15,000 | 180 ₹9,000 |
| 8.00 | Removing excavated material exc. 250m but n exc. 500 m and depositing where directed complete all as specified and directed. | 100 | Cum | 200 ₹20,000 | 100 ₹10,000 | 300 ₹30,000 | 200 ₹20,000 |
| 9.00 | M&L for sand slaked lime filling ( mixed in the ratio of 60:40) under foundations including consolidation complete all as specified and directed. | 32 | Cum | 1,000 ₹32,000 | 3,000 ₹96,000 | 3,800 ₹1.2 L | 2,000 ₹64,000 |
| 10.00 | M&L for hard core of broken stone of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and directed. | 44.75 | Cum | 2,000 ₹89,500 | 1,700 ₹76,075 | 1,500 ₹67,125 | 1,800 ₹80,550 |
Updated dates
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
12 Mar 2026, 6:00 pmClosed
GE(NW)KOCHI
GARRISON ENGINEER (NW) MILITARY ENGINEER SERVICES NAVAL BASE POST -682 004
AS PER BOQ AND TENDER DOCUMENT
2026_MES_752258_1
8577_GE_NW
Open Tender
Civil Works
180 days
KOCHI
AS PER TENDER DOCUMENT
7 documents required · 7 mandatory
₹500
GE(NW)KOCHI
₹87,000
28 May 2026
11 Feb 2026
16 Mar 2026
11 Feb 2026
12 Mar 2026
27 Feb 2026
11 Feb 2026 - 27 Feb 2026
Demolition of cement concrete (reinforced) in ground floor and paving not exceeding 15 cm thick (below or above G.L) all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
Excavation in trenches for soft/loose soil , n exc1.5 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 exc1.5 m in depth and getting out complete all as specified and directed.
Excavation over area, n exc 1.5m deep and getting out in soft loose soil complete all as specified and directed.
Excavation over area, exc 1.5m deep and getting out in soft loose soil for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed.
Returning, filling in soil including watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removing excavated material exc. 50m but n exc. 250m and depositing where directed complete all as specified and directed.
Removing excavated material exc. 250m but n exc. 500 m and depositing where directed complete all as specified and directed.
M&L for sand slaked lime filling ( mixed in the ratio of 60:40) under foundations including consolidation complete all as specified and directed.
M&L for hard core of broken stone of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and directed.
M&L for PCC 1:4:8 Type D2 using 40 mm graded stone aggregate as in foundation and mass concrete complete all as specified and directed.
Use and waste of formwork of sides of concrete foundations, footing, bases of column,raft and raft beams, side and soffits of foundation and plinth beam and similar work for rough finished surfaces of concrete complete all as specified and directed.
Use and waste of formwork of sides of columns and similar work for fair finished surfaces of concrete for square, rectangularcircular or polygonal complete all as specified and directed.
Use and waste of formwork to sides and soffits of floor or roof beam, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc for fair finished surfaces complete all as specified and directed.
M&L for RCC M-30 Design mix concrete using 20mm graded stone aggregate as in footings, foundation, beams, plinth beams, bases for columns complete all as specified and directed.
M&L for RCC M-30 Design mix concrete using 20mm graded stone aggregate as in columns complete all as specified and directed.
M&L for RCC M-30 Design mix concrete using 20mm graded stone aggregate as in lintel beam complete all as specified and directed.
M&L for CRS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for CRS TMT bars 5mm dia and over and including 10mm dia in stirrups, spacers and binders etc, cut to length, bent to shape required, including cranking bending spirally for hooping for coloumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for pre cast cement concrete block masonry 1:3:6 with solid blocks, exc 10cm in width and setting in CM 1:6 complete all as specified and directed.
M&L for rendering 15mm thick on fair faces of brick/concrete surfaces in CM 1:6 finished even and smooth without using extra cement complete all as specified and directed.
M&L for external wall and apply Two 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/ 10sqm over over 3.00mm thk wall care putty complete all as specified and directed.
M&L for providing cement concrete Type B0, 1:2:4 (using 12.5mm graded aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
S&F mild steel work 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-165c complete all as specified and directed.
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 straining 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) complete all as specified and as directed.
S&F PVC coated chain link fencing ( mesh 50 mm X 50 mm size) nominal dia of wire 3 mm ( including pvc coating ) fixed to fencing posts using suitable bolts and nuts (nuts and bolts shall be measured seperately) complete all as specified and as directed.
M&L for preparation of steel and iron surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of zinc chrome primer complete all as specified and as directed.
S&F mild steel screw bolts of 10mm dia and length exc 5cm but n exc 10cm (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and as directed.
M&L for cement plaser in two coats 8mm thick in CM 1:4 using WPC over 12mm thick in CM (1:6) on external surfaces is to be finished even smooth with out using extra cement with using Approved WPC complete all as specified and as directed. (Note : WPC shall be meassured and paid separately under relevent item of this schedule)
S&F framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.
M&L Cement concrete Type C2 1:3:6 (40 mm graded aggre-gate) as in foundations, filling and mass concrete complete all as specified and directed.
M&L for cement concrete 1:3:6 using 20 mm graded crushed stone aggregate as in drain & surface channels forming fair finished drains or channel inner girth in cement including forms, moulds mitred/stopped ends etc, complete all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed etc complete all as specified and directed.
Supply only integral Liquid water proofing compound
Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above GL) complete all as specified and directed.
M&L for 100 mm thick PCC 1:4:8, Type D-2 using 40 mm graded stone aggregate complete all as specified and directed.
M&L for coarse aggregate for cushoning below paver block graded from 12.5mm to 4.75mm spreading and levelling in layers n exc. 25 cm thick andr well ramming including watering as required complete all as specified and directed.
M&L for machine pressed precast cement concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed.
Taking down existing LT cables of size 95 to 240 Sqmm from walls/trenches and keep aside for reusing complete all as specified and directed.
Relaying of existing LT cables of size 95 to 240 Sqmm, 3.5 core (obtained from item no. 39 here-in-above) on walls/floors etc with necessary support complete all as specified and directed. (Note: The steel work will be measured and paid seperately under relevent Item.)
Relaying of existing LT cables of size 95 to 240 Sqmm, 3.5 core (obtained from item no. 39 here-in-above) in trenches complete all as specified and directed. (Note: The excavation, brick work and sand cushioning shall be measured and paid seperately under relevent Item.)
M&L for cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed.
M&L for sand cushioning and covering of UG cable using riddle soil in trenhces for cable protection complete all as specified and directed.
M&L for brickwork well burnt class 'B' as in cover to UG cable, laid dry flat over the cable with width equal to length of the cable and abutting each other with gap between adjacent slab not exceeding 10mm over UG cable for cable protection in trenches complete all as specified and directed.
Supply and fix, straight through heat shrinkable type cable jointing kit with jointing material and all connected accessories suitable for 3.5 core XLPE armoured aluminium conductor cable 1.1 KV (Earthed) grade of size 150 Sqmm to 240 Sqmm complete all as specified and directed.
Supply and fix, straight through heat shrinkable type cable jointing kit with jointing material and all connected accessories suitable for 3.5 core XLPE armoured aluminium conductor cable 1.1 KV (Earthed) grade of size 95 Sqmm complete all as specified and directed.
M&L for 80mm dia GI tubing Medium grade (ISI Marked) with all fittings/acessories for protection of cable on pole/wall and under road crossing including clamps, nuts, bolts etc complete all as specified and directed.
Supply, laying and testing cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured electric cable (heavy duty) with stranded aluminium conductors ,1100 volts grade of size 185 Sqmm 3.5 core complete all as specified and directed.
Supply, laying and testing cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured electric cable (heavy duty) with stranded aluminium conductors ,1100 volts grade of size 95 Sqmm 3.5 core complete all as specified and directed.
Dismantling floor, hearth or wall tilling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
S&F 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
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