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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance REVATHY TC 79 1020 3 SREE RAGAM ROAD KARIKKAKOM KARIKKAKOM PO THIRUVANANTHAPURAM 695021 | THIRUVANANTHAPURAM | KERALA | 695021 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
Tender Value
₹24.8 L
EMD Value
₹49,600
Closing Date
24 Oct 2022, 6:00 pmClosed
GE AF Trivandrum
Office of Garrison Engineer AF, Pulayanarkotta, Thuruvikkal Post, Trivandrum-11
PROVN OF TWO WHEELER PARKING SHED NEAR BUILDING NO P-133 PROVN OF RIFLE RACK FOR 240 RIFLES IN BUILDING NO P-206 AT HQ SAC U AND PROVN OF CHAIN LINK FENCING GATE AROUND ANTENNASIGNAL TOWER OF 42 WEU UNDER GE AF TRIVANDRUM
2022_MES_554093_1
8395
Open Tender
Civil Works
Item Rate
270 days
Trivandrum
As per Tender Documents
7 documents required · 7 mandatory
₹500
Yes
GE AF Trivandrum
₹49,600
Yes
1 Nov 2022
24 Sept 2022
26 Oct 2022
24 Sept 2022
24 Oct 2022
10 Oct 2022
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil.
Excavation in trenches not exceeding 1.50 m wide and not exc 1.50m deep for foundation etc n exc 10 Sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.
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. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/ loose soil.
Excavation in post hole (or similar holes) each n.exc 0.5 cum and getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50 m and making good in hard/dense soil
Excavation in post hole (or similar holes) each n.exc 0.5 cum and getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25 cm watering and removing surplus soil to a distance n.exc 50 m and making good in hard rock
M&L for Hardcore with broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
M & L for PCC 1:4:8 type D2 (using 40mm graded stone aggregates) in foundations, filling and mass concrete
M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation, filling and mass concrete.
M & L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate), in plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, and the like including weathering, slightly rounded or chamfered angles and throating, necessary forms & mould complete as directed
M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in in lintels upto 1.5 m 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, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, necessary forms & mould complete as directed
M & L for RCC 1:2: 4 Type B1 (20 mm graded stone agg) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete
M & L for RCC 1:2: 4 Type B1 (20 mm graded stone agg Columns, pillars, piers, posts and struts
M & L for Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded stone aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed including necessary use & waste of formwork
Demolition of stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles
Demolition of RCC Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work
Providing precast ce- ment concrete in bond stone in c m 1:3:6 type C-1 (20 mm graded stone aggregate), set in CM 1:6 window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match
M & L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6 Type C1 1:3:6 (using 20 mm graded stone aggregate ) complete all as specified and directed.
M & L for Providing, precast cement concrete in with plain fair faces, including chamfers weatherings, throating etc. in landings, cover slabs for drain cover etc and setting in mortar complete with joints to match Type B1 1:2:4 (using 20 mm graded stone aggregate) set in CM 1:6 including form work if necessary.
M & L for Cutting holes into or through brick walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required, superficial area exc 150 sq.cm and n.exc 400 sq.cm
M & L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6
M & L for Walling of random rubble, uncoursed, well bonded, bededand solidlly hearted, built in CM 1:6
M & L for Walling of random rubble, uncoursed, well bonded, beded and solidlly hearted, built in CM 1:6 but except stone (stone obtained from demoition to be used)
Use and waste Flat Formwork 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 in rough finished complete all as specified and directed.
Use and waste square/rectangular formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified and directed.
S&F mild steel TMT bar 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed.
S&F mild steel TMT bar 5mm dia and over upto andincluding 10mm dia in stirrups, spacers and binderscut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed.
M&L for mild steel round bars 10mm dia and over cut to length bent to s hape required and fixing as required in fencing.
Supply and fixing Garden fencing net, Tree gard net, Bird net, PVC, virgin HDPE, UV, stabilized heavy, 800 GSM.
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 and similar work conforming to Fe.290.Gde-E-165
S&F Mild steel flat iron as in post in fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc. and similar work conforming to Fe 290 (Gde E-165)
S & F MS framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe 410-W (gde E-250) quality.
S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) includingdistance pieces, cleats etc. and similar work conforming to Fe.290.Gde-E-250 quality A
S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fittedwith washers and one hexagonal or squarenu exc 10 cm and not exc 15 cm long 10mm dia.
S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fittedwith washers and one hexagonal or squarenut, exc 5cm long but n.exc 10 cm long, dia meter of neck in 11 to 15mm
M&L Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with revited or bolted or welded attachment and similar work conforming to Fe.410W.Gde-E-250 quality A
S&F Pre- painted galvatume 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
S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165
M&L Plain cement concrete 1:3:6 type C2 using 40 mm graded stone aggregates 100mm thick as in sub base including necessary form work complete all as specified and directed.
M&L Cement concrete 1:3:6 type C2 using 40 mm graded stone aggregates 75 mm thick as in sub base of floor.
M&L Cement concrete 1:2:4 type B1 using 20 mm graded stone aggregates 40 mm thick as in floor finished even and smooth without using extra cement and spike rolling to surface for making impressions.
M & L screed bed or bedding layer of CM 1:6, 15 mm thick for laying floor finishes complete all as specified and directed.
M&L Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in near cement slurry in floors with mixture of white and grey cement in equal propotion and no pigment complete all as specified and directed.
M & L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment.
Returning filling in, inlcuding spreading, levelling, watering and well ramming in layers not exc 25cm thick of hard/dense soil complete all as specified and directed.
Removing excavated soil not exc 50 m and depositing where directed at a level not exc 1.5m above the starting point, complete all as specified and directed.
Removing excavated material n exc. 200m and depositing where directed at a level n exc. 1.5 m above the starting point
M&L First class hard-wood in scantlings, timber framed and fixed in wrought for rifle rack
M&L, Rendering 15 mm in cement Mortar 1:4 on fair faces of PCC block wall making fair and even without using extra cement complete all as specified and directed.
M&L Rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth with out using extra cement
M&L two coat of exterior emulsion weather coat paint over the new plasterd wall surface including preparation of surfaces and one coat of primer as per manufacturer's instruction complete all as specified and directed.
M & L for Preparing new plastered wall surfaces and applying three coat of white wash
M&L for preparation of new concrete surfaces of any descrption over 10cm width or girth, not otherwise described, and applying two coats of weather coat paint over a coat of primer, complete all as specified and directed.
M&L for cleaning and preparation of new wooden surface of any description and applying two or more coats of French polishing over a coat of wood filler , complete all as specified and directed.
M&L for preparation of new steel surface over 10cm width or girth, not otherwise described, and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
M & L for Preparation of new steel surfaces not exc 10 cm girth of any description and girth not other wise described and treated with two coats of Synthetic enamel paint over a coat of red oxide primer.
M & L for 110 mm dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors
JESWIN BUILDERS
AKASH CONSTRUCTIONS
S K ENGINEERS
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