Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 CrAccepted-AOC | ₹16.0 Cr | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹16.4 CrRejected-Finance 17 1624A MUMDAMVELI KOCHI 682 507 | ERNAKULAM | KERALA | 682507 | ₹16.4 Cr | L2 | Rejected-Finance NOT BEING L1 |
| 3 | L3₹17.0 CrRejected-Finance GP KIZHAKKAMBALAM KOLENCHERY | THRISSUR | KERALA | 680667 | ₹17.0 Cr | L3 | Rejected-Finance NOT BEING L1 |
| 4 | L4₹17.3 CrRejected-Finance | ₹17.3 Cr | L4 | Rejected-Finance NOT BEING L1 |
| 5 | L5₹17.6 CrRejected-Finance | ₹17.6 Cr | L5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹14.9 Cr
EMD Value
₹10.7 L
Closing Date
13 May 2020, 6:00 pmClosed
CHIEF ENGINEER CG GOA
HQ, CE CG GOA 403806
PROVISION OF CERTAIN BR EXTERNAL SERVICES WORK FOR PROVIDING MARRIED ACCOMODATION FOR CG AIR ENCLAVE AT NEDUMBASSERY KOCHI
2020_MES_337472_1
82008/E8
Open Tender
Civil Works
365 days
NEDUMBASSERY KOCHI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹3,000
GE (I) (CG) KOCHI
₹10.7 L
Yes
8 Jun 2020
4 Apr 2020
15 May 2020
4 Apr 2020
13 May 2020
28 Apr 2020
Amount
Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and trees not exceeding 30cm girth and removing rubbish up to a distance of 50m outside the periphery of area under clearence all as directed by Engineer in charge.
Rolling and consolidation formation surface with power roller 8 to 12 tonne capacity complete all as specified and direcetd by Engineer in charge
M & L Moorum filling for site development/in roads etc, laid in layers not exc 25 cm thick, spread, levelled and rammed including watering to required level and gradient complete all as specified and direcetd by Engineer in charge
M & L Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber spread thickness 200 mm complete all as specified and directed by Engineer-in-Charge.
M&L PCC 1 : 3 : 6 Type C2 using (40 MM graded stone agregate) in flooring 150 MM thick complete all as specified and directed by Engineer-in-Charge.
M & L Sand filling in floors etc, 50 MM thick including watering and consolidation complete all as specified and directed by Engineer in charge
M & L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100 mm thick, M-50 Grade - With Grey Cement and no pigment all as specified and directed by Engineer in charge
M & L cement concrete 1:2:4, type B1 (using 20mm graded stone aggregates) in 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 and necessary form work complete all as specified and directed by Engineer in charge
S & F 110 mm bore PVC spouts for rain water in any length laid in floors or trenches.
S & F Mild steel 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 ofwater tanks and similar work con- forming to Fe.290.Gde-E-165.
S&F tubes 'light grade' galvanised 100mm dia with all fittings laid in trenches for cable network in road crossings.
M&L PCC (1:4:8) Type D2 (using 40 mm graded stone aggregates) in foundation of drains...etc complete all as specified and directed by Engineer-in-Charge.
Formwork to sides of concrete foundations, footings, bases of column raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter complete all as specified and directed by Engineer-in-Charge..
Formwork to sides of drains, retaining walls, abutments parapets and staircase railing and similar work including attached pillasters etc vertical or to batter complete all as specified and directed by Engineer-in-Charge.
Formwork to soffits of suspended slabs, such as roof slab, floor slabs, landings and similar work exceeding 20mm thick (horizontal or sloping.
M&L Reinforced Cement Concrete M30 (Design mix) using 20mm graded stone aggregates in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc.
M&L Reinforced Cement Concrete M30 (Design mix) using 20mm graded stone aggregates as in walls , retaining wall, basement walls , ballast walls and the like, any thickness, above top of footings , in cluding attached pillasters and buttresses.
M&L Reinforced Cement Concrete M30 (Design mix) using 20mm graded stone aggregates as in slab supported on walls, beams and columns in floor, roofs , landings and the like. (whereas Chequered tiles are provided on top.)
M & L Walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work
M&L precast cement concrete 1:2:4 type B-1 (20mm graded aggregate) but in landings, cover slabs (for man holes etc. chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete all as specified and directed by Engineer in charge
S & F TMT Bars 10mm dia and over, cut to length , bent to shape required , including cranking, bending spirally for hooping columns, hooking ends and binding with the including mild steel wire(annealed) not less 0.9mm dia or securing with clips.
S & F TMT Bars 6 to 8mm dia and over, cut to lenth , bent to shape required , including cranking, bending spirally for hooping columns, hooking ends and binding with the including mild steel wire(annealed) not less 0.9mm dia or securing with clips.
S & F 50 mm bore PVC weepholes in any length fixed in floors/ wallsall as specified and directed by Engineer-in-Charge.
S & F mild steel deformed bars 10mm and over as in handles all as specified and directed by Engineer-in-Charge.
Excavating in trenches, 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 exc 1.5 m in depth and getting out in soft/ loose soil.
M & L Reinforced Cement Concrete M30 (Design mix) using 20mm graded stone aggregates as in Columns, pillars, piers posts, struts and similar works all as specified and directed by Engineer-in-Charge.
M&L Reinforced Cement Concrete M30 (Design mix) using 20mm graded stone aggregates as in Beams, cantilevers, bresumers, lintels, over 1.50 M span.all as specified and directed by Engineer-in-Charge.
M & L Precast Cement Concrete 1:2:4 type B1 (Using 20 mm graded stone aggregate) in posts and set in cement mortar 1:4 all as specified and directed by Engineer-in-Charge.
S & F Mild steel TMT bars 5mm dia and over upto and including 10mm diain stirrups, spacers and binders 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.
M&L rendering 15mm thick on fair faces of brick work or concrete surfaces in cement plaster 1:4
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick.
Removing excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point all as directed by Engineer-in-Charge.
S & F Mild steel skeleton tower bolts with steel sheet pressed plate and staple stove enamelled black, and mild steel bright bolt and fixed and length of bolt 600 mm.
S & F Mild steel plates FE-410 W (Gde-E-250) Quality 'B' (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment.
S & F Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed and length of bolt 375 mm.
Preparing new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of Synthetic Enamel Paint over a coat ofn Red oxide primer all as specified and directed by Engineer in charge
S & F rolled mild steel sections in roof trusses (framed), trussed, purlins, crane gantries, rail and framing (Beam, tee, Angle, Channel, Hollow sections or flat sections)including distance pieces cleats etc complete all as specified and directed by Engineer in charge
S & F 1.6mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. all as specified
S & F 20mm thick Granite (of any type) tiles machine cut, in skirting/dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete
S & F for Roof tiles, ridge tiles, Ceramic coated Mangalore pattern, interlocking at side joints including pointing of ridge joints with cement mortar of 1:4 mixed with colour pigments to match with the surface of ceramic coated MP tiled roof all as specified and directed by Engineer in charge
S&F stainless steel letters of 450mm height and proportionate width on granite slab.
A2Z ENGINEERS AND PILE FOUNDATIONS
VIJAY CONSTRUCTIONS
Suraj Infraprojects
PUSHPA INFRACON
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid