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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAdmitted-Finance NO 9 82 IB CHAKKALAKAL SOUTH CHITTOOR P O ERNAKULAM DIST KOCHI 682 027 | KOCHI | ERNAKULAM | KERALA | 682027 | L1 | Admitted-Finance | |
| 2 | L2₹34.0 L+₹1.5 L (4.50%)Admitted-Finance ATRIA APARTMENTS 6TH FLOOR A 6 OPPOSITE GURUDWARA PERUMANOOR POST KOCHI 682015 | KOCHI | ERNAKULAM | KERALA | 682015 | L2 | Admitted-Finance | |
| 3 | L3₹35.5 L+₹3.0 L (9.14%)Admitted-Finance 23 144A ADHIKARATHU PARAYIL KALAVOOR P O VALAVANAD MANNANCHERRY ALAPPUZHA KERALA 688 522 | ALAPPUZHA | ALAPPUZHA | KERALA | 688522 | L3 | Admitted-Finance | |
| 4 | L4₹36.1 L+₹3.5 L (10.9%)Admitted-Finance 0 AS ENTERPRISES DAYALACHACK HIRANAGAR KATHUA JAMMU KASHMIR 184144 | KATHUA | JAMMU AND KASHMIR | 184144 | L4 | Admitted-Finance | |
| 5 | L5₹36.3 L+₹3.7 L (11.5%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s T.P SHAJI L2 | K.V.GEORGE AND COMPANY L7 | S A ENTERPRISES L3 | Johnson Raiju L6 | Bell Builders L5 | S&C ENTERPRISES L1 | STAR ENGINEERING ENTERPRISES L8 | AS ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. | 7.7 | Cum | 1,500 ₹11,550 | 970 ₹7,469 | 1,200 ₹9,240 | 800 ₹6,160 Lowest | 1,700 ₹13,090 | 1,000 ₹7,700 | 999 ₹7,692.3 | 1,000 ₹7,700 |
| 2.00 | 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 exc1.5 m in depth and getting out hard dense soil | 29 | Cum | 1,350 ₹39,150 | 475 ₹13,775 Lowest | 700 ₹20,300 | 550 ₹15,950 | 1,200 ₹34,800 | 600 ₹17,400 | 600 ₹17,400 | 500 ₹14,500 |
| 3.00 | M&L PCC 1:4:8 Type D2 (using 40mm graded stone aggregate) as in foundaion, filling and mass concrete. complete all as specified and directed. | 5.8 | Cum | 10,000 ₹58,000 | 8,800 ₹51,040 | 10,000 ₹58,000 | 8,500 ₹49,300 Lowest | 9,000 ₹52,200 | 9,000 ₹52,200 | 9,999 ₹57,994.2 | 8,500 ₹49,300 Lowest |
| 4.00 | M/L Precast cement concrete solid blocks masonry exc 10 cm in width in pcc 1:3:6 type C1, using 20 mm graded stone aggregate & set in cement motar 1:4, complete all as specified and directed. | 30 | Cum | 9,500 ₹2,85,000 | 11,800 ₹3,54,000 | 9,700 ₹2,91,000 | 9,500 ₹2,85,000 | 9,000 ₹2,70,000 Lowest | 9,500 ₹2,85,000 | 11,000 ₹3,30,000 | 10,000 ₹3,00,000 |
| 5.00 | M&L for RCC nominal mix 1:2:4 (20 mm graded stone aggregate) for slabs supported on walls, plinth beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 3.1 | Cum | 12,500 ₹38,750 | 12,900 ₹39,990 | 13,500 ₹41,850 | 12,500 ₹38,750 | 12,000 ₹37,200 Lowest | 13,000 ₹40,300 | 16,500 ₹51,150 | 13,300 ₹41,230 |
| 6.00 | Use wand waste for Formwork to sides and soffits of flat surfaces floor or roof beams, beam aunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 31 | Sqm | 600 ₹18,600 | 485 ₹15,035 Lowest | 600 ₹18,600 | 500 ₹15,500 | 500 ₹15,500 | 500 ₹15,500 | 500 ₹15,500 | 500 ₹15,500 |
| 7.00 | M&L for Mild steel bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed. | 275 | Kg | 110 ₹30,250 Lowest | 145 ₹39,875 | 145 ₹39,875 | 150 ₹41,250 | 130 ₹35,750 | 140 ₹38,500 | 160 ₹44,000 | 150 ₹41,250 |
| 8.00 | All as per item No: 7, here-in-before but for 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified and directed. | 110 | Kg | 135 ₹14,850 | 150 ₹16,500 | 145 ₹15,950 | 150 ₹16,500 | 130 ₹14,300 Lowest | 140 ₹15,400 | 160 ₹17,600 | 160 ₹17,600 |
| 9.00 | M & L for hardcore of brocken stone gauge n,exc 63 mm deposited spreed and leveled in layers n,exc 15 cm thick water and rammed to true surfaces complete all as specified and directed. | 3.1 | Cum | 2,600 ₹8,060 | 2,850 ₹8,835 | 2,650 ₹8,215 | 2,600 ₹8,060 | 2,500 ₹7,750 | 2,600 ₹8,060 | 2,000 ₹6,200 Lowest | 2,700 ₹8,370 |
| 10.00 | M&L for PCC 1:3:6 type C-2, using 40 mm graded crushed stone aggregate as in sub base complete all as specified and directed. | 3.1 | Cum | 9,000 ₹27,900 | 6,500 ₹20,150 Lowest | 9,000 ₹27,900 | 9,500 ₹29,450 | 9,200 ₹28,520 | 10,000 ₹31,000 | 15,500 ₹48,050 | 10,000 ₹31,000 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
10 Oct 2026, 6:00 pmClosed
Ajeet Singh GE
GE(I)(CG)KOCHI BUILDING NO.22/2614, OPP. SANTHOM CHURCH MUNDAMVELI POST RAMESWARAM KOCHI-682 507
PROVISION OF ADDITIONAL WASH ROOMS (02 Nos) AT P-2 BUILDING, CGDHQ-4 KOCHI AND ADDITION ALTERATION AND REPAIR OF ROOF TILES AT ADMIN BLOCK OF CGDHQ-4, KOCHI
2026_MES_778278_3
8333/E8
Open Tender
Civil Works
Item Rate
180 days
FORT KOCHI
AS PER NIT/TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (I) (CG) KOCHI
₹60,000
Yes
13 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
10 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. | 7.7 | Cum | - | - |
| 2 | 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 exc1.5 m in depth and getting out hard dense soil | 29 | Cum | - | - |
| 3 | M&L PCC 1:4:8 Type D2 (using 40mm graded stone aggregate) as in foundaion, filling and mass concrete. complete all as specified and directed. | 5.8 | Cum | - | - |
| 4 | M/L Precast cement concrete solid blocks masonry exc 10 cm in width in pcc 1:3:6 type C1, using 20 mm graded stone aggregate & set in cement motar 1:4, complete all as specified and directed. | 30 | Cum | - | - |
| 5 | M&L for RCC nominal mix 1:2:4 (20 mm graded stone aggregate) for slabs supported on walls, plinth beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 3.1 | Cum | - | - |
| 6 | Use wand waste for Formwork to sides and soffits of flat surfaces floor or roof beams, beam aunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 31 | Sqm | - | - |
| 7 | M&L for Mild steel bars 10 mm 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 0.9 mm dia or securing with clips complete all as specified and directed. | 275 | Kg | - | - |
| 8 | All as per item No: 7, here-in-before but for 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified and directed. | 110 | Kg | - | - |
| 9 | M & L for hardcore of brocken stone gauge n,exc 63 mm deposited spreed and leveled in layers n,exc 15 cm thick water and rammed to true surfaces complete all as specified and directed. | 3.1 | Cum | - | - |
| 10 | M&L for PCC 1:3:6 type C-2, using 40 mm graded crushed stone aggregate as in sub base complete all as specified and directed. | 3.1 | Cum | - | - |
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