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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹29.0 LAccepted-AOC | L-1 | Accepted-AOC lowest | |
| 2 | L-2₹31.0 L+₹1.0 L (3.42%)Rejected-Finance | L-2 | Rejected-Finance other than lowest | |
| 3 | L-3₹32.6 L+₹2.6 L (8.74%)Rejected-Finance | L-3 | Rejected-Finance other than lowest | |
| 4 | L-4₹33.9 L+₹3.9 L (13.1%)Rejected-Finance | L-4 | Rejected-Finance other than lowest |
Tender Value
Refer Docs
EMD Value
₹64,000
Closing Date
30 Aug 2021, 6:00 pmClosed
GE 969 EWS
GE 969 EWS
REPAIR TO WALL ,FENCING GATE,DRAIN OTHER MISC B/R WORKS UNDER STN HQ RAMPUR UNDER GE 969 EWS.
2021_MES_464804_1
CANO 969/WS- /2021-22
Open Tender
Civil Works
Item Rate
270 days
Rampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE 969 EWS
₹64,000
Yes
17 Jan 2022
3 Aug 2021
31 Aug 2021
3 Aug 2021
30 Aug 2021
16 Aug 2021
Amount
Dismantling structural steel as in gate door but excluding framed work etc complete all as specified and directed by engineer-in-charge.
Demolition of cement concrete (reinforced) in any position and any thickness (below or above ground level) complete all as specified and directed by engineer-in-charge.
Demolition of cement concrete (un-reinforced) in ground floors and pavings any thickness (below or above ground level) complete all as specified and directed by engineer-in-charge.
Demolition of brick work or stone masonary built in cement mortar including all quoins arches pillars etc all as directed but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed by engineer-in-charge.
M&L PCC 1:4:8 type D-2 using (40mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by engineer-in-charge.
TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and ncluding mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
TMT bars 6 to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and ncluding mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by engineer-in-charge.
Excavating in post holes (or similar holes) each not exceeding 0.5cum, 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 complete all as specified and directed by engineer-in-charge.
M & L Reinforcement cement concrete " Nominal Mix"1:2:4 Type B-1(20mm graded crushed aggregate) as in , columns, drain cover, Drain etc complete all as specified and directed by engineer-in-charge
S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt weldedtubes conforming to I. S.1161-1979 complete all as specified and directed by engineer-in-charge.
Miid steel (MS Angle Iron) as in posts and struts in fencing including cutting tops shape as directed welding, drillied notching for wire etc including all necessary drilling etc. and similar work conforming . Unit rate is also included for locking holes after fixing of barbed wire and welding to bent portion complete all as specified and directed by engineer-in-charge.
S&F in repair Punched Tape concertina coil (including spike and handle) with 50 turns and dia 1050mm. having a core wire of high carbon spring steel of high tensile strength. The punched tape and core wire (2.6 + 0.035mm dia) are electro galvanised to provided protection against out door exposure. The punched tape is mechanically crimped over the core wire and then formed into a coil at various parts of the periphery of the coil steel clips "total 129 nose per coil spaced" to connect the individual turns of the coil to each other so that it opens up like an accordion. The width of strip as 19mm and spacing of blades 24.00 + 0.5 mm C/C. the weight of each coil will be 15.2 + 5% kgs without packing material and coil length 15 mtr when opened up with an effective height 915mm. Each coil wound with bituminized hessain cloth for providing protective packing. Complete all as specified and directed by Engineer-In-Charge
S&F in repairs galvanized two strand steel barbed wire 2.24mm dia barbed with 2.00mm dia barbs at 75mm spacing and straining and fixing to any type of standard rail straining bolts including screwing or tying at crossing with and provision of galvanized mild steel wire staples or steel pin etc as directed (Each line of wire to be measured) Complete all as specified and directed by Engineer-In-Charge
S & F 100 mm thick cement concrete type C-2 1:3:6 ( 40mm Graded agg) of rough and even surface complete all as specified and directed by Engineer-in-charge.
M&L Machine pressed 60mm precast concrete inter locking paver block any shape with grey cement and pigment over 25mm sand filling size conforming to IS 45658-2006 of 60mm thickness,M-35 Grade complete all as specified and directed by engineer-in-charge.
M&L Chequred coloured tile size 300x300x25mm using table vibrator or equivlent as in jointed and pointed in neat cement slurry over and included 15mm screed cement mortar (1:6) and pigment size conforming complete all as specified and directed by engineer-in-charge.
M&L Granite 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed by Engineer-in-charge.
M&L Providing Precast cement concrete Type B-1 1:2:4 (using 12.5mm graded crushed stone aggregate) in ladings, cover slabs (for manholes etc.) chullah hoods, chajjas, water throughs, mangers, shelves and similar articals with plain faces set in CM 1:6 complete all as specified and directed by Engineer-in-charge.
M&L for providing cement concrete 1:2:4 type, B-1 (using 20mm graded crushed stone aggregate) as in coping,benching including all necessary form work complete all as specified and directed by Engineer-in-charge.
M&L for Cement Concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less and finishing the surface with brooming,complete all as specified and directed by Engineer-in-charge.
M&L PCC 1:3:6 type C-2 using (40mm graded crushed stone aggregate) as in surface channels and drainscomplete all as specified and directed by Engineer-in-charge.
M&L for brick work with sub class ‘B’ bricks straight or curved on plan n.exceeding 6m mean radius built in CM 1:4 complete all as specified and directed by Engineer-in-charge.
M&L for walling or random rubble,uncoursed well bounded bedded and solidly hearted, built in cement mortar 1:6. Complete all as specified and directed by Engineer-In-Charge.
M&L Brickwork with subclass 'B' bricks, straight or curved on plan to any radius in half brick thick walls, built in CM 1:6 complete all as specified and directed by Engineer-in-charge.
M&L for rendering 15mm thick on fair faces of brick work on concrete surfaces in CM 1:4 finished even and smooth without using extra cement all as specified. complete all as specified and directed by Engineer-in-charge.
Extra for forming fair finished drain or channel 30 cms inner girth in cement concrete, using extra cement including forms, moulds mitered/stopped ends etc complete all as specified and directed by Engineer-in-charge.
S&F in repairs convex road side mirror of 600mm dia fixing with bracket and screw on 100mm tube round pipe below GL 600mm with pcc 1:2:4 and above GL 2.10 m Height of pipe complete all as specified and directed by Engineer-in-charge.
M&L in repair for 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 complete all as specified and directed by Engineer-in-charge.
S&F in repair Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type thickness of lath 1.00 mm
S& F Welded steel wire mesh febric fixed complete to steel members, Weight per sqm shall exc 4.00 Kg complete all as specified and directed by Engineer-in-charge.
M&L for glow sign board (Box Type) LED or required size Length as per gate length approx upto 5.50 mtr and breadth 600mm made out of 3mm thick MS Sheet of suitable size with fixed on angle frame and marked with details of pump house and address etc on front side (Detail like pump house No) and rear with diffrent colours including provison of LED power fitting & Fixture in equal distance to illuminate board including connections 2.5 Sqmm single core standred copper conductor cable and writing with 10mm size letter as Complete all as specified and directed by Engineer-In-Charge
M & L for two coats of synthetic enemal painting over one coat of red oxide primer including preparation of new steel/iron surfaces,Complete all as specified and directed by Engineer-In-Charge
M&L for complete removal of old material from plastered surface and applying one coat of asian primer and two coats of weather proof emultion paint for wall ,facia, chajja, and roof Complete all as specified and directed by Engineer-In-Charge
M&L in repair Stainless steel tubuler section of any dia and bracket cap , chain etc as in any position, railing and similar works including fabrication at site and removing of old railing Complete all as specified and directed by Engineer-In-Charge
S&F in repair brass letter (18'') bedded and jointed over granite Complete all as specified and directed by Engineer-In-Charge
S&F in repair brass Corps Cerst size (18") bedded and jointed over granite Complete all as specified and directed by Engineer-In-Charge
Material and labour, preparation of old painted steel surfaces of any description, not otherwise described, over 10cm width or girth, applying one coat of synthetic enamel paint, Complete all as specified and directed by Engineer-In-Charge
M/S ABDUL MAJID LONE
M/S Gh Qadir
M/s GHULAM HASSAN MALIK
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