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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 LAccepted-AOC 131 BASANT VIHAR NAUBASTA KANPUR NAGAR UTTAR PRADESH 208021 | KANPUR NAGAR | UTTAR PRADESH | 208021 | L1 | Accepted-AOC Being lowest and reasonable | |
| 2 | L2₹29.9 L+₹39,363 (1.34%)Rejected-Finance BHU | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹30.9 L+₹1.4 L (4.84%)Rejected-Finance | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹32.4 L+₹3.0 L (10.0%)Rejected-Finance | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹33.7 L+₹4.2 L (14.3%)Rejected-Finance H NO 200 GIRJA NAGAR 37 BN P A C LINE KANPUR 208015 | KANPUR | KANPUR | UTTAR PRADESH | 208015 | L5 | Rejected-Finance Not being lowest |
Tender Value
₹39.6 L
EMD Value
₹80,000
Closing Date
5 Mar 2020, 6:00 pmClosed
GE (AF) B/R Chakeri Kanpur
GE (AF) B/R Chakeri Kanpur
REPAIR TO DRAIN, FENCING, INTERLOCKING, CHEQUERED TILES AND CERTAIN OTHER B/R WORKS IN JK, CHARARI, SUBASH ROAD, KAJIKHERA, RAMADEVI, N2 ROAD, N4 AND AGV AREA AT AFS CHAKERI KANPUR
2020_MES_313959_2
GE(AF)/CHK/T-49 OF 2019-20
Open Tender
Civil Works
Item Rate
272 days
GE (AF) B/R Chakeri Kanpur
As per tender documents
8 documents required · 8 mandatory
₹500
GE (AF) B/R Chakeri Kanpur
₹80,000
6 Jun 2020
21 Feb 2020
7 Mar 2020
21 Feb 2020
5 Mar 2020
22 Feb 2020
Amount
Demolition of PCC in ground floor and paving n exe 15 cm thickness (below or above ground level) complete all as specified and directed.
M&L Cement concrete 1:5:10 Type E2(using 40mm graded stone aggregate) in foundations, filling and mass concrete as in sub-bases floors and pavings finishing surfaces of concrete even and rough to receive the topping layer complete all as specified and directed.
M&L for machine pressed precast concrete interlocking rubber moulded paver block of any shape and size conforming to IS-15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment and sides lock with PCC 1:2:4 type B0 using 12.5mm graded stone aggregate complete all as specified and directed Note: Design and colour of Interlocking shall be approved by GE.
M&L for machine pressed precast concrete interlocking paver block of any shape and size conforming to IS-15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment and sides lock with PCC 1:2:4 type B0 using 12.5mm graded stone aggregate complete all as specified and directed Note: Design and colour of Interlocking shall be approved by GE.
M&L for Chequered cement concrete tiles rubber moulded 30cm x 30cm x 20 to 22mm thick with grey cement and pigment set, jointed and pointed in neat cement slurry as in floors colour shall be approved by GE, over cement screed bedding 15mm thick in cement mortar (1:6) complete all as specified and directed.
M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.
Demolition of Brick work built in cement mortar as in drains etc complete all specified and directed
M&L brick work with subclass 'B' brick, straight or curved on plan exc.6m mean radius built in cement morter 1:4 complete all as specified and directed.
All as per Item No 9.00 but using old brick complete all as specified and directed.
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 in depth for foundation etc in soft /loose soil complete all as specified and directed.
M&L cement concrete in foundations, filling and mass concrete Type C-2 1:3:6 (40mm graded stone aggregate) complete all as specified and directed.
M&L cement concrete in surface channel and drains Type C-1 1:3:6 (20mm graded stone aggregate) complete all as specified and directed.
M&L for precast cement concrete M-15 (nominal) type B-0 using 12.5 mm graded stone aggregate as in cover slab etc. set in cement mortar (1:4) complete all as specified and directed. Note-Angle/flat iron should be provided along perimeter of slab cover but it will measured separately.
M&L for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 410 -W (Gde- E- 250) quality A complete all as specified and directed.
M&L TMT bar 6mm to 8mm dia and over cut to length bent ot shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9 mm dia or securing with clipa complete all as specified and directed.
M&L Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped end etc complete all as specified and directed.
M&L PCC in coping type 1:3:6 type C-1 using 20mm graded stone aggregate, including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
M&L Rendering 15mm thick on fair faces of brick work or concrete surfaces of wall in cement mortar 1:4 rendering is to be finished even and smooth (With using extra cement) outer side wall complete all as specified and directed.
M&L RCC Pipes 300mm bore class NP2 laid and jointed complete with collars complete all as specified and directed.
M&L Concrete bed to drain pipe for 300mm bore including packing under ,and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
M&L RCC Pipes 200mm bore class NP2 laid and jointed complete with collars complete all as specified and directed.
M&L Concrete bed to drain pipe for 200mm bore including packing under ,and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
Dismantling of rolling shutter including door, gates etc. complete all as specified and directed.
S&F 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 1.25mm thick ness of laths complete all as specified and directed.
S&F 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 door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitting(exclusive of steel sheeting or other covering, running rail and guides) and hanging, also fastening and fixing confirming to Fe-410W(Gde-E-250) quality B complete all as specified and directed.
M&L Running welding in repairs exe 6mm but n exe 9mm (thickness of metal to be welded) complete all as specified and directed.
Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed.
M&L Pre-painted galvalume aluminum zinc coating GI based corrugated profile steel sheet 0.50mm overall thickness of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed.
M&L Pre-painted plain galvalume aluminum zinc coating GI based 0.50mm overall thickness of any colour having tensile strength of 550 Mpa as in ridge to match the existing roof coverings all as specified and directed.
Removing debris material exc. 250m and and n exe 500m depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
M&L for stamped concrete paving work in approved pattern and shade in curvilinear/linear profile on prepared sub base including fixing of form to level, screeding of the placed M-20 concrete with an average thickness of 75mm ,manual floating, application of colour hardener ,followed by trowel finishing ,spreading of colour release and stamping of the pattern. The stamped concrete surface is to be water cured for at least 3 days followed by cutting of control joint in dimension of 3/6mm,at 6m interval. The surface is to be washed with cleaning chemicals and coated with appropriate sealer. NOTE-Work to be carried out as per manufacture's specification and as per directions of GE/Landscape architect complete all as specified and directed.
M&L for design mix good quality concrete of M-25 (Only RMC to be used of approved make) with OPC of 43 grade mixed with fly ash at the thickness 100mm for sub base complete all as specified and directed.
M&L for Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
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