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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC CHAMANAPASSIL HOUSE CRAV 25 VELLAPPALLY KOCHI 28 | KOCHI | ERNAKULAM | KERALA | ₹18.2 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | UNNIKRISHNAN L1 |
|---|---|---|---|---|
| 1.00CIVIL WORK | ||||
| 1.00 | 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 | 0.86 | cum | 359 ₹310.18 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 45.14 | cum | 250 ₹11,286 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 20.06 | cum | 234 ₹4,694.98 |
| 1.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.8 | cum | 7,932 ₹22,177.87 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 2.88 | cum | 318 ₹915.84 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.86 | cum | 8,343 ₹7,208.35 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.44 | sqm | 386 ₹1,713.84 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 47.36 | sqm | 950 ₹44,992 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 55.04 | sqm | 700 ₹38,528 |
Tender Value
₹18.4 L
EMD Value
₹45,968
Closing Date
22 Oct 2025, 3:00 pmClosed
Executive Engineer PWD Buildings Division Thrissur
Executive Engineer PWD Buildings Division Thrissur
MP-LADS-2024-25- OP Transformation Block at District Hospital Wadakkanchery- Construction of Lift in OP Transformation Block at District Hospital in ward 20 of Wadakkanchery Municipality-General Civil Work
2025_PWD_796519_2
34/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
180 days
WADAKKANCHERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹45,968
Yes
24 Jan 2026
8 Oct 2025
25 Oct 2025
8 Oct 2025
22 Oct 2025
8 Oct 2025
Amount
CIVIL WORK
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
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
OD46180/2025-2026:Providing and laying in position machine batched and machine mixed M-25 grade cement concrete for reinforced cement concrete work, 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
OD46178/2025-2026: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. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess usage of cement will not payable as per CE's Circular All work above plinth level up to floor V level
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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD46184/2025-2026:As per approved data from CE office-Supplying and fixing of Pressed Steel Door frames of profile A/B/C/E of size 90 x 60mm /105 x 60mm/125 x 60mm/165 x 60mm confirming to IS:4351 manufactured from prime quality TATA?s GALVANO Steel sheets of 18SWG (1.25mm) thickness including Hinges jamb, lock jamb, head and if required base tie and then mitred the corners, welded to the size as per specifications and fitted or welded with adjustable lugs with split end tail to each jamb including stainless steel butt hinges 100 x 2 mm and provided with mortar guards, shock absorbers and lock strike plate as specified and shutters made out of 20SWG prime quality TATA?s GALVANO Steel sheets pressed to profiles of 75 x 30mm for shutter outer frame and embossed and stiffened sheet for inner panel, assembled together by welding/riveting and pre-treated and then applied with suitable primer and painted with two coats of polyurethane paint or alternatively with desired shades of powder coating
OD140770/2025-2026:AS per approved data from CE office-Supplying and fixing pressed steel window and ventilator of standard pattern with frame as per profile of IS 4351 of section 82x62mm embossed sheet shutter 50x20 Special channel (reverse and beading) shutter 12mm dia rod 25x5 flat grill with 3" SS hinge, 2"SS hook, 5" SS stay & Nsd handle for window and of section 105x60mm using 18G (1.25mm thick prime qualityTATA's Galvano steel or equivalent) sheet and shutters made of section 75x30 cm for outer styles and horizontal members and then inserted with enclosed and stiffned sheet (1.25mm thick prime qualityTATA's Galvano steel or equivalent) /Glazed shutter of 433 thick good quality as per the specification with zincromate primer coat measured in squre metre totally including all charges for fittings etc. complete
OD46182/2025-2026:Plastering with CM 1:3 9 mm thick 2 coat by adding 2% water proofing compound including all coast of materials, conveyance, labour charges scaffolding watering and curing etc complete.
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD111876/2025-2026:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade 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
13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre
13.83.2:Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
8.2.2.1:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shadeArea of slab upto 0.50 sqm
8.3.2:Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Granite work
OD46557/2025-2026:Providing and laying vitrified floor tiles (double charged/full body glazed/mat finished using spacers if neccessary of minimumun dimension of tile 600 mm and above 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 joints with epoxy based sealing compound and matching pigments etc., complete.as per the direction of Engineer in charge.Size of Tile 600 x 600 mm.(vitrified floor tile)
OD46177/2025-2026:Providing and fixing Defect liability Board for building using Aluminum composite panel (ACP) material with a thickness of 4mm and size 90cmx60cm approved colour including HD Vinyl print stick on ACP Board through out the area .Approved design and colour pattern and size of letter (Matter given by engineer in charge ) .Board fixing on wall with ss screws, conveyance of material etc complete included. For Board 0.60x0.90=0.54 wastage 30%-0.702m2
OD140921/2025-2026:Supplying and fixing black/white granite stone including engraving letters ,all kind of labour and material charges etc.complete
OD151588/2025-2026:Painting letters of 20 to 30cm height (English/Malayalam letters with synthetic enamel paint including all cost of materials labour charges etc complete.
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UNNIKRISHNAN
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