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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹27.4 L+₹1.7 L (6.66%)Rejected-Finance | L2 | Rejected-Finance Being not L1 | |
| 3 | L3₹27.8 L+₹2.1 L (8.14%)Rejected-Finance | L3 | Rejected-Finance Being not L1 | |
| 4 | L4₹28.1 L+₹2.4 L (9.20%)Rejected-Finance | L4 | Rejected-Finance Being not L1 | |
| 5 | L5₹30.3 L+₹4.6 L (18.0%)Rejected-Finance | L5 | Rejected-Finance Being not L1 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
3 Feb 2020, 6:00 pmClosed
GE NW KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
REPAIRS TO FENCING AREA DRAINAGE COMPOUND WALL FOOTPATH RR MASONARY HARD STANDING ETC IN CHUNABHATTI NAD OFFICERS AREA UNDER AGE BR I AT KARANJA
2020_MES_314946_1
8199/03/E8
Open Tender
Civil Works
Item Rate
330 days
GE NW KARANJA
REPAIRS TO FENCING AREA DRAINAGE COMPOUND WALL FOOTPATH RR MASONARY HARD STANDING ETC IN CHUNABHATTI NAD OFFICERS AREA UNDER AGE BR I AT KARANJA
8 documents required · 8 mandatory
₹500
Yes
GE NW KARANJA
₹60,000
Yes
5 Mar 2020
15 Jan 2020
5 Feb 2020
15 Jan 2020
3 Feb 2020
29 Jan 2020
15 Jan 2020 - 29 Jan 2020
Amount
Disamantling RCC post or struts any section , including taking out embedded portion and making good disturbed ground post embedded concrete including cleaning and cutting of grass,shurbs,bushes etc complete all as specified and directed.
M & L cement concrete type D-2 1:4:8 (Using 40mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed.
M&L Precast reinforced cement concrete Type B1 1:2:4 (20 mm graded stone aggregate) as in fencing posts average sectional area exceeding 100 sq cm & not exceeding 250 sq cm with or without chamfered angles and flat splayed rounded or mitred tops and fixed in position all as specified and as directed.
M & L mild steel TMT bars 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 complete all as specified and directed.
S & F TMT steel bars 6 to 8 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia complete all as specified and directed.
Supply only Round bars 5 mm dia and over upto and including 10mm dia in stirupps spacers and binders, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia confirming Fe-410-W (Gde-E-250) quality-A or Fe 290 (Gde-E-165) complete all as specified and directed.
Same as Item no. 6.00 but except steel barcomplete all as specified and directed.
Dismantling fencing wire mesh any type complete all as directed
S & F galvanised security fencing 60mmx60mm with PVC coated mesh made out of 3mm dia MS wire and 1.0mm thick PVC coating through out and fixed to angle iron post including binding works complete all as specified and directed
Same as Item no. 9.00 but fixing only
Welding in repairs exc 2.5 cm but n exc 5 cm in length and n.exc 6 mm thickness complete all as specified and directed
Running welding in repairs exc 6 mm but n exc 9mm, complete all as specified and directed.
M & L Preparing old decorated surfaces of walls and applying one coat of cement paint complete all as specified and directed
S & F in repairs Galvanized, 2 strand, steel barbed wire 2.24 mm dia., barbed with 2 mm dia., barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel pins etc complete all as specified and directed
Same as Item no. 14.00 but fixing only
S &F 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; will 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 Fe410-0 or Fe 310-0 complete all as specified and directed
S & F Mild steel screw bolts 11 to 15 mm diameter of shank screw bolts (machine made) with hexagonal screw heads at one end & screwed the other or screwed both ends, each screwed endsto be fitted with washers & one hexagonal or square nuts, length of bolt exe 5cm but n exc 10 cm long complete all as specified and directed.
M&L for Preparing new steel surface nexc 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
M & L Preparation of new concrete surfaces of fencing post, sturts, and applying two coats of cement paint over one coats of primer complete all as specified & as directed
Demolition of brick or stone work built in any cement mortar complete all as specified and as directed.
M & L brick work with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in CM 1 : 6 complete all as specified and as directed.
Fixing only brick work obtained from Si item no. 21.00 built in CM 1 : 6 complete all as specified and as directed.
M & L brick work with sub class 'B' bricks straight or curved on plan to any radius built in CM 1 : 4 in half brick thick walls complete all as specified and as directed.
M&L for rendering 20 mm thick in cement mortar (1:4), in two coats (15 thick backing coat +5mm thick finishing coat) on fair faces of brick work or concrete surfaces, stone wall finished the surfaces even and fair mixed complete, all as specified and directed.
M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed.
Fixing only for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed.
M&L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling uncoarsed or brought upto courses hammer dressing sand stone with max depression on face from straight edge held against the dressed surface n exc 20mm all as specified and directed.
M&L for key pointing to random or polygonal rubble, uncoarsed or brought upto courses in CM 1:4 complete all as specified and directed.
M & L for Cement plaster rendering 20mm thick on CM 1:4 on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing all as specified and directed.
Demolition of stone slabs and tiles of any description or thickness in floors aprons etc laid bedded and pointed in any mortar complete all as specified and as directed.
M&L for chequered cement concrete tiles 25cm X25cmX25mm thich set, joined and pointed in neat cement slurry in floors with grey cement and no pigment including 15 mm thick screed bed in CM 1:6 complete all as specified and directed.
M & L Machine pressed precast coloured concrete interlocking paver block any shape and size of 60mm thickness with grey cement and pigment complete all specified and directed.
Same as Item no. 32.00 but except tiles
M & L Sand filling under floors or in foundations including watering and consolidation all as specified and directed.
Taking down cement plaster on brick or stone wall etc, including raking out joints, hacking for key, scrubbing down with water etc, and removing to premises outside MD land all as specified and directed.
M&L for rendering 15mm thick in cement mortar (1:4) on fair faces of brick works or concrete surfaces, finished the surfaces even & smooth without using extra cement, complete all as specified and directed.
M & L for preparation of new plastered surface of walls and applying two coats of cement paint and one coat of primer complete all as specified and directed
Demolition of cement concrete of any description in any position, concrete filling as in sunken floor all as specified and directed.
M & L hardcore of broken stones or boulders n .exc 15 cm thick of gauge n.exc 63 mm, deposited, sprayed and levelled in layers n exc 15 cm thick watered and rammed to a true surfaces all as specified and directed.
Same as Item no. 39.00 but except material
M & L 75 mm thick, plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in plinth protection etc, finishing cement concrete surface even and smooth without using extra cement including making joints with bitumastic filing in proportion of bitumen and sand 1:2 complete as specified and directed.
M & L 100 mm thick PCC 1:2:4 Type B-2 (using 40 mm graded aggregate ) as in hard standing and similar works etc finished cement concrete surface even and smooth without using extra cement complete all as specified and as directed.
Forming contraction (Dummy) joints 65mm deep x 10mm wide Grade A filled with sealing compound complete all as specified and directed.
M & L PCC 1 : 2 : 4 Type B1 ( 20 mm graded aggregate) in lintel upto 1.5m clear span,cill, steps,seismic and other similiar bands, plinth courses,string courses, lacing courses parapets and railings upto 60 cm in height, bed plates, copings, kerbs, etc. water troughs and the like includind weathering, slightly rounded or chamfered angles and throating as directed.
M & L painting steel surface with two coats of synthetic enamel paint over a coat of red oxide primer over newly prepared steel surface.
M&L for Preparing old steel surface exc 10 cm in width or girth and applying two coats of synthetic enamel paint all as specified and directed.
Dismantling wrought iron or mild steel work of any description.
S & F Mild steel work as a wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc conforming to Fe 290 Gde E-165 all as specified and directed.
S & F mild steel work in framed work as in doors or gates of angle or other sections, 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 hingesor steel hanging door fittings (exclusive of steel, sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete conforming to Gde Fe 410 W (Gde E-250 Quality A) complete all as specified and directed.
Same as Item no. 49.00 but fabrication only
S & F Cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles complete all as per specified and directed.
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 con- forming to Fe.290.Gde-E-165 complete all as per specified and directed.
Same as Item no. 52.00 but fabrication only
S&F in repairs exterior grade fibre reinforced heavy duty cement concrete designer tiles 23+2mm thick layer colour pigment as per 15 1237-1980 (Reaffaired in 2006) design as CHITRA type (samples approved by Engr-in-Charge) over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed.
M&L for preparation of old surfaces on brick, stone, concrete,kerb stone or plaster surfaces of any description over 10 cm girth or width not other wise described two coats of synthetic enamel paint (black & yello paint) all as specified and directed.
Excavating in trenches, n exc 1.5 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 Avg soil all as specified and directed.
S & F Reinforced concrete pipes, class NP2, laid and jointed complete with collars dia 600mm complete all as per specified and directed.
S & F Concrete bed of 1:4:8 type D2 40mm aggregate to drain pipes 600mm dia including packing under and completely surrounding pipes with concrete after they are laid and tested; in complete all as specified and directed.
M&L for RCC (nominal) type B1 1:2:4 using 20mm graded stone aggregates as in foundation, footing including plinth beam complete all as specified and directed
M&L for RCC (nominal) type B1 1:2:4 using 20mm graded stone aggregates as in column, pillars, post and struts complete all as specified and directed.
Use and waste of rough finished 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 complete all as specified and as directed .
Use and waste of rough finished formwork to sides of pillars, post, struts, columns and stanchions complete all as specified and directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers nexc 25cm soft/loose soil complete all as specified and directed.
Removing excavated material exc 250m but nexc 500m and depositing where directed complete all as specified and directed.
INDIA ENGINEERS AND CONTRACTORS
Shri Krishna Trading Corporation
Unique Associates
LAXMI ENTERPRISES
Pheonix Engineers & Contractors
S.P.TRADERS
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