Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC work awarded |
| 2 | L2₹1.4 Cr+₹3.9 L (2.86%)Rejected-AOC | ₹1.4 Cr+₹3.9 L (2.86%) | L2 | Rejected-AOC rejected |
| 3 | L3₹1.5 Cr+₹10.3 L (7.58%)Rejected-Finance | ₹1.5 Cr+₹10.3 L (7.58%) | L3 | Rejected-Finance L3 rejected |
| 4 | L4₹1.5 Cr+₹18.6 L (13.7%)Rejected-Finance | ₹1.5 Cr+₹18.6 L (13.7%) | L4 | Rejected-Finance L4 rejected |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied |
Tender Value
₹1.3 Cr
EMD Value
₹50,000
Closing Date
14 Oct 2020, 11:30 amClosed
Superintending Engineer
PWD Buildings Central Circle Thrissur
New building
2020_PWD_388745_1
E Quotation No.5/2020-2021
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kattoor Thrissur
Please refer Tender documents.
9 documents required · 9 mandatory
₹1
Yes
online
₹50,000
Yes
6 Feb 2021
1 Oct 2020
16 Oct 2020
2 Oct 2020
14 Oct 2020
2 Oct 2020
Amount
App. A Main Building
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
od36417/2019_2020 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).Excess cement used as per design mix is not payable separately as per circular no:CE/BL/GL/654/2015 dtd 30/08/2017od CE Buildings,PWD 500 mm dia piles
od58589/2019_2020 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 400 mm dia piles Excess cement used as per design mix is not payable seperately as per circular no. CE/BL/GL/654/2015 dtd 30.08.2017 of CE. Buildings
od44217/2019_2020 : Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength. Excess cement used as per design mix is not payable separately as per circular no. CE/BL/GL/6541/2015 dtd. 30.08.17 of CE, BLDS PWD.-All work upto plinth level<br>
od44218/2019_2020 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength. Excess cement used as per design mix is not payable separately as per circular no. CE/BL/GL/6541/2015 dtd. 30.08.17 of CE, BLDS PWD.-All work above plinth level upto floor V level<br>
od65853/2019_2020 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength. Excess cement used as per design mix is not payable separately as per circular no. CE/BL/GL/6541/2015 dtd. 30.08.17 of CE, BLDS PWD.-All work upto plinth level<br>
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
od32873/2019_2020 : High Density Solid block (Cement Concrete) work in CM 1:6 using precast cement concrete block 30x20x15Cm nominal size in steel mould with CC of cement per CBC RI Specification including cost of block labor etc for superstructure up to two level
od32874/2019_2020 : Supplying and fixing pressed steel door of standard pattern with frame as per profile of IS 4351 of section 105x60 mm using 18 G (1.2mm thick CRCA) sheet and shutters made of section 75 x 30 cm for oyter styles and horizontal members and then inserted with enclosed and stiffned sheet 26 CR as per specification with zincromate primer coat measured in sequence metre totally including all charges for fixing handle, aldrop, but hinges etc. complete
od32875/2019_2020 : Pressed steel windows and ventilators of standard pattern with frame as per profile of section 82x62 embossed sheet shutter 50x20 special channel (reverse and beading) shutter 12mm dia rod 25x5 flat grill with with 3" SS hinge,2" SS hook .5" SS stay & Nsd handle for windows and of section 105x60mm using 18G (1.2mm thick CRCA ) sheet and shutters made of section 75x30cm for outer styles and horizontal members and then inserted with enclosed and stiffned sheet 26CR as per specification with Zincromate primer coat measured in sequence metre
od32876/2019_2020 : Supplying 65mm dia five or more liver pad lock
10.3 : Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer .Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer .
9.48.1 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
od32877/2019_2020 : Plastering with Cement mortar 1:3 (1 cement : 3 fine sand) 9mm thick plaster finished with a floating coat of neat cement of mix floated hard and trowelled smooth including all labour, material, conveyance charges etc complete.
11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
od32878/2019_2020 : Providing Water cutting 25mm wide and 15 mm thick in CM 1:3, including all labour, material, conveyance charges etc complete
od32879/2019_2020 : Supplng and fixing Stainless Steel Handrails 50mm Dia. pipe and stain less steel grill work including all charges etc complete.
50.18.8.9.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2
od32881/2019_2020 : supplying and fixing 110mm pvc Tee
od32882/2019_2020 : supplying and fixing 110mm pvc Bend
od32883/2019_2020 : Supplying and fixing best quality PVC water tank as per direction of departmental officers.
od32884/2019_2020 : White cement washing for one coat including all labour, material, conveyance charges etc complete.
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.82.2 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
od32885/2019_2020 : Painting Readimixed anti fungal paint of approved Quality as specified with priming coat after rubbing with sand paper and cleaning the surface including all labour, material, conveyance charges etc complete.
50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall
50.18.8.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
K MOHAMMED KUNHI
M D FAIZ
KP SUNNY
Bidder Name
Mijoy Mammu Kodenchery
K MOHAMMED KUNHI
M D FAIZ
KP SUNNY
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.PDF
finance_552725.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .