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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-Finance 640 MAIN ROAD BABINA CANTT JHANSI UP 284401 | JHANSI | JHANSI | UP | 284401 | L1 | Accepted-Finance Lowest
bidder | |
| 2 | L2₹31.4 L+₹4.3 L (15.7%)Rejected-Finance 1010 NANDANPURA BABINA CANTT DIST JHANSI 284401 | BABINA CANTT | JHANSI | UTTAR PRADESH | 284401 | L2 | Rejected-Finance Other than
lowest
bidder | |
| 3 | L3₹31.9 L+₹4.7 L (17.3%)Rejected-Finance | L3 | Rejected-Finance Other than
lowest
bidder | |
| 4 | L4₹31.9 L+₹4.7 L (17.4%)Rejected-Finance 704 NEW PUMP HOUSE NEAR RED ROSE SCHOOL BABINA JHANSI UP 284401 | BABINA | JHANSI | UP | 284401 | L4 | Rejected-Finance Other than
lowest
bidder | |
| 5 | L5₹32.0 L+₹4.8 L (17.8%)Rejected-Finance | L5 | Rejected-Finance Other than
lowest
bidder |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
17 Jul 2024, 6:00 pmClosed
GE BABINA
GE BABINA CANTT BABINA 284401
REPAIR /MAINT OF FALSE CEILING, ALUMINIUM PARTITION, WALL LINING WORK IN OLD CAMP AND OTHER AREA UNDER AGE B/R-II, GE BABINA.
2024_MES_660461_1
8258/E8
Open Tender
Civil Works
Item Rate
180 days
GE BABINA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE BABINA
₹80,000
Yes
30 Sept 2024
18 Jun 2024
19 Jul 2024
18 Jun 2024
17 Jul 2024
3 Jul 2024
Amount
Demolition of Brickwork or stone/boulder masonry, build in lime mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articlesl etc complete.
M&L brick work with fly ash 'bricks (FASB) confirming to IS 12894, of strength M-10 straight or curved on plan exc 6m mean radius built cement mortar 1:6 complete all as specified and as directed
M&L for brick work with sub class ‘B’ bricks old size straight or curved on plan exc 6 M radius built in cement mortar (1:6) but EXCEPT BRICKS etc complete all as specified and as directed
M&L renderig/screeding 15mm thick cment mortar 1:6 on fair faces of brick or concrete surface of wall rendering is to be finished even smooth with out using extra cement complete all as directed by the Engineer - In- Charge.
Materials and labour for preparation of newly plastered surfaces and applying two coats of oil bound distemper over a coat of alkali resistant primer complete all as directed by the Engineer - In- Charge.
Materials and labour for preparation of newly plastered surfaces and applying two coats of cement base paint over a coat of alkali resistant primer complete all as directed by the Engineer - In- Charge.
Dismantling AC /CGI /PGI sheet roofing with ridge (corugated or semi corrugated)
S&F for 6mm thick asbestos cement corrugated or semi corrugated sheet in roofs fixed with L type or J type hook bolts all as specified and directed.
S&F for 6mm thick EXCEPT asbestos cement corrugated or semi corrugated sheet in roofs fixed with L type or J type hook bolts complete all as specified and directed.
S&F asbestos cement two piece adjustable plain angular ridge 6mm thick in pair complete all as directed by the Engineer - In- Charge.
S & F Pre- painted galvalume aluminum zink coating GI based corrugated steel 0.50mm thick and AZ- 150 of any colour having tensile strength of 550mpa as in roof covering/cladeding to wall, fixed with self tapping screw as specified
S & F Pre- painted galvalume aluminum zink coating GI based plain steel 0.50mm thick and AZ- 150 of an colour having tensile strength of 550mpa as in roof covering/cladeding to wall, fixed with self tapping screw complete all as directed by the Engineer - In- Charge.
M&L for P.C.C 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in coping or roof kerbs or mud stop, rounded or chamfered on edge including troweling slightly complete all as specified and as directed.
S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.Fe-290 Gde E-165 complete all as specified and directed.
M&L mild steel work in hand rails, half round or other steel section or core for Wind ties for roof including securing bolts, post and struts cutting tops to shape as directed, drilling holes, notching for wire etc and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed.
Dismantling wall and ceiling boards (fibre, pump, insulation etc,) or insulation boards of any thickness including cover fillets complete all as directed by the Engineer - In- Charge.
S&F False ceiling 4mm thick HPSC pre-prime non asbestos fiber cement building board (size 600mm x 600mm/ 595mm x 595mm) decorative finish fixed with clips and screw including powder coated galvanised MS grid frame work false ceiling of (Main Tee size 32mm x 20mm x 0.45mm, cross tee 24mm x 24mm x 0.30mm, wall angle 25mm x 25mm x 0.35mm) and with slot for fixing including suspended with 1.6mm dia. GI wire hangers fixed with steel dash through fastners from purlin of the roof complete all as specified and as directed.
M&L for Solid PVC Wall Lining consisting of 5mm thick hollow of any make plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing complete all as specified and directed.
M&L galvanised iron sheet channel of size 18mm x 50mm for wall paneling/lining frame to fixing on wall for fixing of PVC wall lining sheet as per specification and drawing complete all as specified and directed.
S&F stainless steel curtain rod 25mm dia grading H-304, with fancy knob with both ends and brackets complete all as specified and directed.
M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of primer complete all as directed by the Engineer - In- Charge.
Taking down chowkhats or frames of any description n exc 1.5 sqm each (without taking off shutters from the frame) complete all as directed by the Engineer - In- Charge.
Taking down chowkhats or frames of any description exc. 1.5 sqm but n exc 4sqm each (without taking off shutters from the frame) complete all as directed by the Engineer - In- Charge.
S&F powder coated aluminium sliding windows (three track frame of weight not less than 1.17Kg/Rm) with one fly proof shutters and two glazed shutter having top rail of section 41mmx20mmx1.6mm thick, bottom rail of section 41x20x1.6mm thick, vertical style of section 38x20x1.6mm thick including necessery jointing cleats ,glazing clips, rubber packing ,snap beading, screws handle and locking system etc, fitted including usingg standard aluminium section including necessery fittings and fixtures complete all as specified and directed. Note : (i) All rate i.e track frme, shutter, glazing cleat, rubber gasket etc is deemed included in quoted rates. (ii) Wiremes & glass pane will be measured & paid separately with respective items.
S&F Powder coating aluminium window and ventilator shutters with frame of weight not less than 1.17Kg/Rm with sash bar half portion openable for ventilator purpose including fixing of wiremesh outside with festening arrangement, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified.
S&F powder coated aluminium frame straight for doors/windows/partitions using aluminium section of minimum size 100mmx44mmx2.00mm thick, 31mmx12mmx3.00mm thick & 49.91mmx44.45mm x1.3mm thick and etc. fixed in position by means of steel screws and patent rawl plugs / bolts / hold fasts of suitable size complete all as specified and directed
M&L for powder coated anodised aluminium door shutter fabricated out of aluminium section 1.60mm thick two side openable with top rail and stiles of size 83x44mm, lock and bottom rail of size 100x44mm, (two panels) with and including 5mm thick plain colour PVC sheet and 5mm thick ordinary sheet glass duly covered with tinted solar control film, including jointing cleats, glazing clips, rubber packing, aluminium anodised snap beading, screws, anodised aluminium fittings such as hinges (B-21) handles (disc type), tower bolts (200mm long), locking device with duplicate keys complete all as specified and directed.
S&F 5mm thick 3 ply Veneered decorative plywood, grade 1 (with BWR resin) with decorative face veneers on both faces fixed with screws to timber frame work or aluminium saction complete all as directed by the Engineer - In- Charge.
S&F Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover governing pivot made of brass, other parts made of mild steel heavy duty complete all as directed by the Engineer - In- Charge.
S&F Aluminium die cast body door closer hydraulically regulated designation No 3 universal type, suitable for door shutters of 851 to 1000 mm in width and weight between 61 to 80 Kg and fixed in repair complete all as directed by the Engineer - In- Charge.
S&F mild steel framed work as in grill with ends of bars shouldered and or riveted or fixed in spike, framed guard bars confirming to Fe- 410-W or Fe-290 complete all as specified and as directed.
S&F sheet glass 4 to 5mm thick ordinary quality and glazing with wooden beads or oil putty in square n. exc 0.5 sqm in each pane complete all as specified and as dirrected
S&F in repair sheet glass 3mm thick ordinary quality and glazing with wooden beads or oil putty in square n. exc 0.5 sqm in each pane complete all as specified and as dirrected
S&F galvanised mild steel wire clothes 0.56 mm nominal dia of wire and average width of aperture 1.00mm complete fixed with tinned tacks or galvanised wire staples complete all as directed by the Engineer - In- Charge.
Demolition of cement concrete (unreinforced) in any description and in any position not other wise specifically provided for complete all as specified at site.
M&L for 75mm thick cement concrete type C-2 1:3:6 (using 20 mm graded stone aggregate) as in plinth protection finished surface even and smooth without using extra cement complete all as directed by the Engineer - In- Charge.
M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in sub base, floor laid in alternate panel with surface finished even and smooth with using extra cement all as directed and specified.
Supply only Glass dividing strips, 3mm thick, 38mm width and inserted in position, conform to design as in floor all as directed and specified.
M&L Providing precast cement concrete louvres and jallies, 25mm thick (measured solid), 1:2:4 type B-0 (using 12.5mm graded aggregate) including all mouldings set in CM 1:4 all as specified and directed.
M&L for Hardcore of gauge n exc. 63 mm of broken bricks, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as directed by the Engineer - In- Charge.
M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in filling and mass concrete, Sub base/flooring complete all as specified and directed.
M&L Coloured Chequered finish cement concrete tiles 30cmx30cmx25mm thick, set, jointed and pointed in near cement slurry in floors over 15mm CM (1:6) thick screed bedding specified and directed by engr-in-charge.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and Coloured Pigment complete all as specified and as directed.
M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M & L PCC 1:3:6 type C-1 using 20 mm graded store aggregate as in coping/surface channel /drains complete all as specified and as directed.
Excavation in trenches not exceeding 1.5M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified and as directed.
Description same as per above, but exceeding 1.5 M and not exceeding 3.0M in depth and getting out in any type of soil complete all as specified and as directed.
Returning, filling in, including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed.
Removing excavated material to a distance n exc 50M and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and as directed.
Demolition and breaking drain pipe (salt glazed stoneware) 200mm dia set in cement mortar including packing under and haunching against sides of pipe Complete all as specified and directed.
Demolition and breaking drain pipe (salt glazed stoneware) 150mm dia set in cement mortar including packing under and haunching against sides of pipe Complete all as specified and directed.
Supplying, laying, jointing and testing salt glazed stone ware drain pipe grade ‘A’ of 200mm dia laid in trenches and jointed in cement mortar 1:1 Complete all as specified and directed.
Supplying, laying, jointing and testing salt glazed stone ware drain pipe grade ‘A’ of 150mm dia laid in trenches and jointed in cement mortar 1:1 Complete all as specified and directed.
M & L cement concrete bed to drain pipe of 200mm dia including packing under and haunching against side of pipe after they are laid and tested in cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate complete all as specified and directed
M & L cement concrete bed to drain pipe of 150mm dia including packing under and haunching against side of pipe after they are laid and tested in cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate complete all as specified and directed
Cleaning of chocked/blocked sewage lines of 100 mm bore of pipe by Collecting loose sedimented sand, frill, ash, sludge water, rags, fibers or vegetation in manholes incl disposal within the defence land, where directed to a distance exc 250m and n.exc. 500m and as directed.
Cleaning of chocked/blocked sewage lines of 150 mm bore of pipe by collecting loose sedimented sand, frill, ash, sludge water, rags, fibers or vegetation in manholes incl disposal within the defence land, where directed to a distance exc 250 m and n.exc. 500m complete all as directed by the Engineer - In- Charge.
Cleaning of chocked/blocked sewage lines of 200 mm bore of pipe by collecting loose sedimented sand, frill, ash, sludge water, rags, fibers or vegetation in manholes incl disposal within the defence land, where directed to a distance exc 100m and n.exc. 500m complete all as directed by the Engineer - In- Charge.
Opening , Removing and cleaning of blockage from Nahani trap/Floor trap/P or S trap of WC, Gully trap and 100MM/75 mm dia CI/SWG pipe line up to first man hole by using DRAINEX Powder of KIWI ( 50 gm pack ) one pack in each Loacation and making sewage system/waste water line functional perfectly etc complete all as directed by the Engineer - In- Charge. Note : Cost of drainex powder ( One pack of 50 gm for each location) deemed to be included in the nuit rate quoted by the tenderer.
Cleaning of manholes of depth n. exc. 1.5 M deep mechanically or manually by taking off sludge waste soil and silted soil from the existing manhole of any size and removing the sludge to a distance exc. 1.50 but n exc 2.00 KM in sealed container and depositing the same all as specified and directed.
M/S M S Constructions (BID ID -3056078)
M/s Hansraj Shivhare (BID ID -3049338)
M/s Pratham Enterprises (BID ID -3063984)
DEVENDRA ENTERPRISES (BID ID -3064589)
M/S RAJ KUMAR SINGH (BID ID -3064340)
R.P ASSOCIATES (BID ID -3056198)
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