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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC 42 608A PULLOMPARAMBIL HOUSE MANDAKARA ROAD KOCHI 682 018 | ERNAKULAM | KERALA | 682018 | L1 | Accepted-AOC AOC | |
| 2 | L2₹6.9 L+₹12,165 (1.79%)Rejected-Finance | L2 | Rejected-Finance NOT BEING L1 | |
| 3 | L3₹7.2 L+₹37,596.71 (5.53%)Rejected-Finance | L3 | Rejected-Finance NOT BEING L1 | |
| 4 | L4₹7.4 L+₹59,715 (8.79%)Rejected-Finance 22 1685 ST JACOB CHURCH LANE PAMBAIMOOLA EDACOCHIN ERNAKULAM KERALA 682010 | ERNAKULAM | ERNAKULAM | KERALA | 682010 | L4 | Rejected-Finance NOT BEING L1 | |
| 5 | L5₹7.7 L+₹87,605 (12.9%)Rejected-Finance | L5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹8.9 L
EMD Value
₹17,800
Closing Date
19 Jul 2022, 6:00 pmClosed
AGE I R AND D KOCHI
AGE I R AND D KOCHI, THRIKKAKARA, KOCHI 682021
REPAIRS TO COVER SHED, COMPOUND WALL AND CULVERTS AT TECH AND RES AREA (SITE A B) AT NPOL KOCHI
2022_MES_531162_1
8114E8AGERDK
Open Tender
Civil Works
Item Rate
330 days
KAKKANAD
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
Yes
AGE I R AND D KOCHI
₹17,800
Yes
15 May 2025
15 Jun 2022
21 Jul 2022
15 Jun 2022
19 Jul 2022
29 Jun 2022
Amount
Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings in complete all as specified and as directed.
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
Demolition of brick work or stone boulder masonry built in cement mortar complete all as specified and as directed.
M&L pre cast concrete block masonry 1:3:6 Type C1 (20mm graded aggregate) with solid block exceeding 10 cm in width and setting CM 1:6 complete all as specified and as directed.
Taking down cement plaster on brick or stone walls etc., including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and as directed.
M&L for Rendering 15mm thick in CM 1:4 on surfaces other than fair face of brickwork or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and as directed.
M&L for preparing the new plastered surfaces and applying two coats of cement base paint over a coat primer on walls all as specified and as directed.
M&L for preparing of old surfaces and applying two coats of cement base paint on walls all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
S& F rolled sections as in main and cross beams, columns, hip and jack rafters; purlins where connected to common rafters of angle, pipe sections FE 290 etc complete all as specified and as directed.
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 baluster; walk ways; railings; framed work or water tanks and similar work conforming to Fe 290 grade E 165 complete all as specified and as directed.
M&L painting to new steel and iron surface exc 10 cm width or girth and applying two coats of synthetic enamel paint over and including a coat of primer including preparation of surfaces complete all as specified and as directed.
Excavating in post holes (or similar holes) each n exc 0.5cum, hard and dense soil getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed.
M&L for PCC 1:4:8 Type D-2 using 40 mm graded stone aggregate as in sub base foundation filling and mass concrete of etc. including post holes complete all as specified and as directed.
M&L for PCC 1:2:4 Type B-1 (20 mm graded aggregate) as in filling of post holes, bed block, 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 as directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and as directed.
M&L Cement Concrete Type D-2 1:4:8 (40mm graded aggregate) as in floors and pavings of 100mm thick all as specified and as directed
M&L Screed bed or bedding layer of mortar 20mm thick for laying floor finishes in CM 1:6 complete all as specified and as directed.
M&L Chequered cement concrete tiles 20cm x 20 cm x 25 mm thick set joined and pointed in neat cement slurry in floors with white cement and pigment complete all as specified and as directed.
M&L for 75 mm thick plain cement concrete 1:3:6 Type C-1 (using 40mm graded stone aggregate) as in plinth protection, ramp etc finished surface even and smooth without using extra cement complete all as specified and directed.
S&F in repairs 15 mm fancy type bib tap cast copper alloy with crutch or butterfly handle screwed down screwed for iron pipe or for brass ferrule complete all as specified and all as directed
Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth: for foundation, etc or for manholes, etc not exc 10 Sqm on plan and not exc 1.5 in depth and getting out in hard/dense soil complete all as all as directed and specified.
Returning, filling ramming etc in layers n.exc 25 cm including leveling, watering etc complete all as specified and all as directed
Removing excavated materials not exc 50m and depositing where directed at level n. exc 1.5m above from the starting point complete all as specified and all as directed
Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
M&L for Reinforced concrete pipes, 600 mm dia bore class NP3, laid in trenches for drain and jointed complete with collars complete all as specified and as directed.
M&L for Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete bed to drain pipe 600mm dia in cement concrete 1:3:6 Type C2 including packing under the haunching on sides complete all as specified and all as directed
M&L Cement concrete 1:2:4 Type B 2 (using 40 mm graded aggregate, in foundations, filling and mass concrete complete all as specified and as directed.
PARAMBIL ENTERPRISES
VACON INFRASTRUCTURES
ZOOM ENTERPRISES
T K BUILDERS
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tech_bid_open.pdf
tech_eval.pdf
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