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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC JANAKI NIVAS BEHIND CHOVVA TEMPLE CHOVVA PO KANNUR KERALA 670006 | KANNUR | KANNUR | KERALA | 670006 | ₹9.8 L | L1 | Accepted-AOC being L1 |
| 2 | L2₹10.8 L+₹1.0 L (10.3%)Rejected-AOC 0 0 BASANT AVENUE PHASE II PUNJAB GURDASPUR PUNJAB 143505 | GURDASPUR | PUNJAB | 143505 | ₹10.8 L+₹1.0 L (10.3%) | L2 | Rejected-AOC being L2 |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
21 Mar 2020, 6:00 pmClosed
AGE (I) Cannanore
AGE (I) Cannanore HQ Hospital Kannur (PO) Kannur, Kerala 670017
Provn of overhead water tank for md accn Wl-31, WL-32 and WL-33 (24 Qtrs) in Wellesly line at Kannur under AGE (I) Cannanore.
2020_MES_325135_1
8061
Open Tender
Civil Works - Water Works
Item Rate
180 days
Cannanore
Class E category a(i)
7 documents required · 7 mandatory
₹500
Yes
AGE (I) Cannanore
₹19,200
Yes
1 Jun 2020
14 Feb 2020
24 Mar 2020
15 Feb 2020
21 Mar 2020
29 Feb 2020
Amount
Excavations in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation or for shafts, wells, cess pits, manholes, pier holes, UG cable, pole etc not exceeding 10 sqm on plan and not exceeding 1.50m in depth and getting out hard / dense soil all as directed.
M & L for plain cement concrete (1:4:8), type D2 using 40 mm graded stone aggregate as in foundation of building, pole, strut, stay etc all as specified and directed.
Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation all as directed
Removing surplus excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed.
M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in foundation, raft, footing, plinth beam, bases of columns etc all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.
M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in columns. pillars, piers. post etc all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.
M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in beam, cantilever, bressummers, lintal over 1.5m span all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.
M&L Reinforced cement concrete (1:1.5:3), type A1, (using 20mm graded stone aggregate) nominal mix as in roof slab supported on wall, beam and column and like all as specified and directed. Note : Reinforcement and form work shall be measured and paid separately.
S&F TMT bars 10 mm dia and over as in reinforcement, 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 0.90 mm dia or securing with clips all as specified and directed.
M&L for Mild steel TMT bars 5mm dia and over and up to and incl 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips all as specified and directed.
M&L for use and waste formwork to sides of concrete foundations, footing, bases of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beam, and similar work, vertical or batter, rough finished surface of concrete flats all as specified and directed
M&L for use and waste formwork to sides of columns, post, pillar, struts and similar work , rough finished surface of concrete flats all as specified and directed
M&L for use and waste of form work to soffits of suspended slabs such as roof slab (horizontal or sloped) floor slab etc n exc 200mm thickness rough finished surface of concrete all as specified and directed.
M&L for use and waste of form work to edges of concrete flat, treads etc similar work exc 10cm but n exc 20cm wide for rough finished concrete surface all as specified and directed.
M&L for use and waste of form work to sides and soffits of lintel, beams etc rough finished surface of concrete all as specified and directed.
S&F 500 litres capacity rotational moulded polthylene water storage tanks(cylindrical vertical with closed top) of make Sintex/Polycon/Plasto hoisted and fixed in position including 25mm dia bore ball valve brass high pressure with polythene float and fly nut complete screwed for UPVC pipe all as specified in SSR Part I,2009 and directed.
S & F stop valve 25mm bore, cast copper alloy, screwed down high pressure with crutch or butterfly handle, screwed for both ends all as specified and directed.
S&F for 25mm bore UPVC pipes of pressure rating 10 kgf / cm2, fixed complete to walls, ceilings or in floors etc. all as specified and directed.
S&F for 15mm bore UPVC pipes of pressure rating 10 kgf / cm2, fixed to wall/ceiling or on floor all as specified and directed.
S&F bib tap 15mm bore PTMT of any colour, screwed down, high pressure (min weight 90gms) complete all as specified and directed
M&L for preparation of new plastered wall surfaces and applying 3 coats of white wash all as specified and directed.
M&L for preparation of new plastered ceiling surfaces and applying 3 coats of white wash all as specified and directed.
S&F and testing 50mm bore UPVC threaded pipes of pressure rating 10 kgf / cm2 including UPVC fittings , fixed complete laid in trenches all as specified and directed.
S&F and testing 25mm bore UPVC threaded pipes of pressure rating 10 kgf / cm2 including UPVC fittings , fixed complete laid in trenches all as specified and directed.
S & F Gun metal globe or gate valve 50mm bore with iron wheel head ,screwed both ends for UPVC pipes and fixed complete all as specified and directed.
VIJAY ENTERPRISES
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