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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC 05 AYODHYA NAGAR NEAR RAM MANDIR BEHIND HARIYA COLLEGE GOKUL NAGAR JAMNAGAR 361004 | JAMNAGAR | JAMNAGAR | GUJARAT | 361004 | ₹27.0 L Quoted ₹28.3 L | L1 | Accepted-AOC Accepted for acceptance being lowest. |
| 2 | L2₹33.2 L+₹4.9 L (17.2%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹33.2 L+₹4.9 L (17.2%) | L2 | Rejected-Finance Not L1. |
| 3 | L3₹34.8 L+₹6.5 L (22.9%)Rejected-Finance | ₹34.8 L+₹6.5 L (22.9%) | L3 | Rejected-Finance Not L1. |
| 4 | L4₹37.1 L+₹8.8 L (31.2%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | ₹37.1 L+₹8.8 L (31.2%) | L4 | Rejected-Finance Not L1. |
| 5 | L5₹40.1 L+₹11.9 L (41.9%)Rejected-Finance | ₹40.1 L+₹11.9 L (41.9%) | L5 | Rejected-Finance Not L1. |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
13 Jan 2024, 6:00 pmClosed
GE (AF) Jamnagar No.2
Air Force-II, Udhyog Nagar, Jamnagar - 361004
REPAIRS TO CONCERTINA COIL, BARBED WIRE, FENDING, SEWAGE LINE, SHEDS AND MISC B/R REPAIR WORKS AT AF STATION KHAMBHALIYA AND DWARKA UNDER GE (AF) JAMNAGAR NO.2
2023_MES_633108_1
8481/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Jamnagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (AF) Jamnagar No.2
₹60,000
Yes
16 Feb 2024
16 Dec 2023
15 Jan 2024
16 Dec 2023
13 Jan 2024
30 Dec 2023
Amount
Dismantling of concertina coil of any type / size complete all as specified and directed.
Dismantling of barbed wire, any typecomplete all as specified and directed. Note:- Each line wire to be measured.
Dismantling wrought iron or mild steel work of any description not otherwise provided for.
Dismantling of plain/translucent or corrugated sheet sheeting, any gauge, thickness, including nanitial or similar pattern roof covering complete all as specified and directed.
S&F Galvanised 2 strand steel barbed wire barbed with 2.24 mm dia bars at 75 mm spacing and straining & fitting to any type of standard rails straning bolts, including securing or tving at crossing with the provision of galvanized MS wire staples or steel pins etc complete all as specified and directed. Note : Each line of steel barbed wire to be measured.
S&F of galvanised steel punched type concertina coil 1050 mm dia (dia of coil with unstretched) and fixed to angle iron with and including of 3.15 mm dia GI wire complete all as specified and directed. Note: one coil weighing approxmately 12 to 13 Kg shall not be stretched more than 6.50 RM span.
S&F 2 mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc complete all as specified and directed.
Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, velley gutter fixed with self tapping screws complete all as specified and directed.
Pre-painted galvalume aluminium zinc coating GI based corrugated plain steel sheet 0.5mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, velley gutter fixed with self tapping screws complete all as specified and directed.
M &L for Steel work in tubular trussesincluding special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS.4923-1997 grade St-240 complete all as specified and directed.
S&F for mild steel work as trusses (framed), trussesed, purlin, rails and other fastening and heavy brackets framing (beam, Tee, angle, channel or fast section) including distance pieces etc Fe-410 -w (Gde-E-250) quality-A complete all as specified and directed.
S&F of mild steel framed work such as grills, gratings etc, with ends of bars shouldered and/or riveted, or forged into spikes, angle iron horns, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of watertanks and including notching /drilling holes, similar work confirming to Fe-290, Gde E-165 complete all as specified and directed.
S & F Mild steel flat iron as in wind ties for roof confirming to Fe-290 Gde E-165 including nessary drilling bolts are reveting etc and securing bolts complete all as specified and directed.
M&L for preparation of new iron surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
Demolition of brick / stone masonry / Block masonry work built in cement n.exc 50m, complete all as specified and directed.
M&L for providing precast cement concrete Type C-1 (1:3:6) (using 20mm graded stone aggregate) solid building blocks exc 10 cm in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars complete all as specified and directed.
Taking down cement or cement lime plaster of any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed.
M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortat (1:4) finished even and fair complete all as specified and directed.
M & L for preparing old surfaces (plastered or unplastered) of wall by Complete removal of existing treatment, applying two coat of cement base paint, over a coat alkali resistant priming paint on external surfaces of walls, complete all as specified and directed. Note:- Colour shed will be approved by GE .
M & L for preparing New surfaces (plastered or unplastered) of wall and , applying two coat of cement base paint, over a coat alkali resistant priming paint on external surfaces of walls, complete all as specified and directed. Note:- Colour shed will be approved by GE .
Demolition Concrete of any description and in any position complete all as specified and directed.
M & L for Broken stone Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 100mm thick PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in hardstading / path / flooring laid in panels finished even and smooth with out using extra cement complete all as specified and directed.
M&L for 75 mm thick cement concrete 1:4:8, type D-2, (using 40 mm graded stone aggregate) as in Sub base for path / flooring complete all as specified and directed.
M&L for Cement concrete in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) foundations, filling D2, (1:4:8) 40mm graded aggregate and mass concrete complete all as specified and directed.
M&L for sand filling (25mm thick sand screed bed) under floors or in foundations including watering and consolidation complete all as specified and directed.
Material & Labour for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, without correction factor for chamfering, made in rubber moulds with 0.50 mm thick scratch proof lacquer coating on top surface, with grey cement and pigment complete all as specified and directed.
M&L for 75 mm thick, plain cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in plinth protection etc, finishing surface even and smooth without using extra cement including making joints with bitumastic filling in proportion of bitumen and sand 1:3 by weight complete as specified and directed. Note : The concrete shall be laid at a stretch n.exc 3.0 m in length and every turning/ corners.
Dismantling posts or struts (wood, steel or R.C.C.) any section, embedded in natural ground, including taking out embedded portion and making good disturbed ground complete all as specified and directed.
M & L mild steel TMT bars of 10mm dia and over cut into length bend to shape required incld cranking bending spirally for hooping for column, hooking ends and binding with and incld mild steel wire (annealed) not less than 0.90mm dia or securing with clips.quality conforming to Fe-410-W (Gde,E-250) complete all as specified and directed.
All as per Item No.30, but 5 mm dia and over upto 10mm dia in stirrups, spacers and binders confirming to IS-432 round plain bars complete all as specified and directed.
M&L for Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 but n exc 250 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops complete all as specified and directed.
M&L for preparation of old iron surfaces over 10 cm width or girth and applying one coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
M&L for preparation of old iron surfaces over 10 cm width or girth and applying one coats of Aluminium paint over a coat of aluminium red oxide primer complete all as specified and directed.
Taking down shutter of any description exc 2.0 sqm each leaf and refixing shutters in the same opening after necessary repair / replacement of steel section as requred complete all as specified and directed.
Excavation in trenches (cleaning of drain) n.exc 1.50 meter wide & n.exc 1.50 meter depth for foundations etc shafts, well cesspits, manholes, pier holes etc n.exc 10.00 sqm on plan and getting out in soft / loose soil complete all as specified and directed.
S&F grease trap made of 2 mm thick stainless (304 grade) of size 1500 x 600 x 600 mm having flow rate 400 lit/min and volume 450 liter Inlet and outlet shall be 100 mm bore all as per manufracture instruction and complete all as specified and directed.
Demolition and breaking up 150 mm dia bore RCC / salt glazed stone ware drain pipe including PCC packing under hunching against the sides of pipe bed and complete PCC of bed and removal of debris to outside MOD land complete all specified and directed.
M & L for PCC 1:4:8 type D-1 using 20 mm graded stone aggregate as in bedding including haunching & packing under and against the side of pipe 150 mm bore, after they are laid and tested complete all as specified and directed.
M&L for 150 mm bore reinforced concrete hume pipes, class NP2, laid and jointed with collars complete all as specified and directed.
DWARKADHISH ENTERPRISE
Nitesh Enterprise
JAMNAGAR ELECTRIC AND MACHINERY CO
Indice Technologies
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