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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 CrAccepted-AOC 38 II FLOOR MOHAMMADPUR BHIKAJI CAMA PLACE NEW DELHI PIN 110066 | NEW DELHI | NEW DELHI | DELHI | 110066 | ₹1.8 Cr | 1 | Accepted-AOC Being L1 |
| 2 | 2₹2.3 Cr+₹48.8 L (27.0%)Rejected-AOC | ₹2.3 Cr+₹48.8 L (27.0%) | 2 | Rejected-AOC Being L2 |
| 3 | 3₹2.4 Cr+₹55.5 L (30.7%)Rejected-AOC | ₹2.4 Cr+₹55.5 L (30.7%) | 3 | Rejected-AOC Being L3 |
| 4 | 4₹3.0 Cr+₹1.2 Cr (65.6%)Rejected-AOC | ₹3.0 Cr+₹1.2 Cr (65.6%) | 4 | Rejected-AOC Being L4 |
| 5 | 5₹3.2 Cr+₹1.4 Cr (78.8%)Rejected-AOC PLOT NO G 36 SECTOR 20 NAVI MUMBAI 400614 | THANE | MAHARASHTRA | 400614 | ₹3.2 Cr+₹1.4 Cr (78.8%) | 5 | Rejected-AOC Being L5 |
Tender Value
₹1.8 Cr
EMD Value
₹2.6 L
Closing Date
23 Dec 2022, 6:00 pmClosed
CWE (SUBS) MUMBAI
Commander Works Engineer Subs NCHC Powai Bhandup Post Office Mumbai 400 078
PROVISION OF BOUNDARY WALL AT PHULENAGAR NCHC POWAI UNDER GE (NW) BHANDUP
2022_MES_509068_3
8423/E8
Open Tender
Civil Works
Item Rate
300 days
BHANDUP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (NW) BHANDUP
₹2.6 L
Yes
12 Jan 2023
24 Nov 2022
28 Dec 2022
24 Nov 2022
23 Dec 2022
9 Dec 2022
Amount
Excavation over area n.exc 1.5 m in depth and getting out in any type of soil ,complete all as specified and directed.
Excavation over area exc 1.5 m in depth and not exc 3.0 m getting out in any type of soil ,complete all as specified and directed.
Removing excavated earth exceeding 50m or part there of but not exc 250m and depositing where all as specified and directed by Engr-In- Charge
M & L for using granular stone metal of size 30mm to 150mm as in backfill spread, levelled and well mechanically compacted in layer n exc 30 cm thick etc including watering complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified and directed.
Use and waste of timbering as planking and strutting exc. 3 m & n exc. 5m depth , for excavations in trenches in soil, including wales, struts, open poling boards, etc. as may be necessary and fixing and removal etc complete all as specified and directed. (Measurement to be taken of the face area of timbered)
M & L plain cement concrete type B-2 1:2:4 (using 40mm graded stone aggregate) as in foundation all as specified and directed.
Supply and installation of Mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per IS 16014-2018, Morth clause 2500 of required sizes, Mesh type 10cm x 12cm (D=100mm with tolerence of +/- 2%),(Zn +10% Aluminium alloy) plus polymer coated, Mesh type wire dia 2.7/3.7mm (ID/OD), Mechanically/edged/selvedged, with partition at every 1m interval and shall have minimum 10 Numbers of mesh openings per meter of mesh perpendicular to the twist, tying with lacing wire of dia 2.2/3.2(ID/OD) supplied @ 5% by weight of gabion boxes will be supplied incl of accessories such as U clamps, timbles and connecting wire / tie ire / bracing wire etc laid in position after filling of stone of size 150 mm to 250 mm, having min density of stone 25KN/M3 and porosity shall not exceeds 30%, all as per detailed specification conforming to codes in vogue all complete as per direction and as approved drawings. Note:- (i) Cost of Stones/Rock is deemed to be inclusive in the rate quoted. (ii) Filling of rocks/Stone shall be as specified & directed by the GE. (iii) Front face shall be neatly packed with good facia rocks for the facing of gabion wall / matress. (iv) The make / manufacturer of the item are subject to compliance of the eligibility of manufacturer given in particular specification.
Supplying and laying non woven geotextile filter media behind gabion wall as per MoRTH 700geoltextile made of poly propylene or similar fiber manufactured through machine made process of heat bending or needle punching technique and tensile strength 7 KN/M, weight not less than 150 gm/sqm as per manufaturar specification complete all as specified and directed.
S&F CRS TMT bars 10mm dia & 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.
S&F for TMT bars 8 to 10mm dia as in reinforcement cut to length bent to shape required including cranking, bending and spirally binding, with mild steel wire not less than 0.09mm dia or securing with clips as in Stirrups, binders, rings etc complete all as specified and directed.
Use and waste form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter flat fair finished surface of concrete complete all as specified and directed.
M&L for reinforced cement concrete with Design Mix M-30 using 20mm graded stone aggregate in foundations and plinth beams complete all as specified and directed.
Use and waste Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed
M&L for reinforced cement concrete with design Mix M-30 using 20mm graded stone aggregate in Beams, cantilevers, bressummers,lintels complete all as specified and directed.
Use and waste form work to sides of pillars, posts, structs, piers, columns and stanchions square, rectangular or polygonal rough finished surfaces of concrete complete all as specified and directed.
M&L for reinforced cement concrete with design Mix M-30 using 20mm graded stone aggregate in pillars, piers, posts and struts complete all as specified and directed.
M&L for PCC 1:3:6 ,type C1 using 20mm graded stone aggregate as in solid block masonry exc.100mm thick and built in CM(1:4) all as specified and directed.
M&L for rendering 10mm thick in cement mortar 1:4 on fair faces of brick or concrete surfaces finished even and fair with out using extra cement
M&L applying two coats of cement base paint over one coat of primer over wall incl preparation of new surfaces.
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 & similar work 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. complete all as specified and directed (each line wire to be measured)
S & F razor type concertina fencing coil 9 SWG hot galvanisedspring tensile wire 145 to 150 newton per sqm mm zinc coating 250-300 gram per sqm dia of coil when unstreched 610 mm, minimum number of coils 10 per running meter after laying hot dip galvanised razor ribbon type of size 0.50 mm thick 19 mm wide before wrapping o central core wire fixed with 1.66 mm thick gi clips 25 nos per running meter and special nut bolts hold Z coils together and extra two rows parallel wire of 10 gauge complete all as specified and directed.
Applying two coats of synthetic enamel paint on steel & iron surfaces of any description, not otherwise, described, over 10cm width or girth including preparation of new surface & applying one coat of red oxide complete all as specified and directed.
M &L providing and fixing of broken glass pieces on top of compound wall /coping with CM1:3 and finished etc as per SSR Part I section 5.55 and complete all as specified and directed.
M & L for Plum concrete n exc 300mm thick laid in profile as per drawing using plain cement concrete design mix M25 (20mm graded stone aggregate). The Plum concrete ratio should be 40/60 plums (Stone) and 60% concrete complete all as specified and directed.
M & L plain cement concrete M25 (using 20mm graded stone aggregate) as in wall all as specified and directed.
M/S MANGANG RENOVATIONS
DARSHAN CONSTRUCTION Co.
Nexus Infratech
UBC Engineers Pvt Ltd
Ishan Constructions
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