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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹10.8 L (5.38%)Admitted-Finance | ₹2.1 Cr+₹10.8 L (5.38%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹18.1 L (9.00%)Admitted-Finance R O WARD NO 03 KATHUA DISTRICT KATHUA | ₹2.2 Cr+₹18.1 L (9.00%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | RAJ KUMAR L2 | Darshan Singh L1 | DAVINDER SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00 | Provision for standard tests as per necessity of site and Providing of Geo-technical Investigation by way of Plate Load Test for Determining Safe Bearing Capacity of Soil for design purpose. | 1 | Nos | 91,485.85 ₹91,485.85 | 75,000 ₹75,000 | 30,000 ₹30,000 Lowest |
| 2.00 | Providing of Structural Design from approved consultancy and also vetting from GCET/DIQC Jammu/NIT/IIT | 1 | Nos | 1,50,000 ₹1,50,000 | 45,000 ₹45,000 | 40,000 ₹40,000 Lowest |
| 3.00 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil | 324 | Cum | 1,000 ₹3,24,000 | 375 ₹1,21,500 | 200 ₹64,800 Lowest |
| 4.00 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed All kinds of Soil. | 921.48 | Cum | 500 ₹4,60,740 | 375 ₹3,45,555 | 200 ₹1,84,296 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 112.43 | Cum | 5,500 ₹6,18,365 | 4,500 ₹5,05,935 Lowest | 4,800 ₹5,39,664 |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 222.79 | Cum | 11,000 ₹24,50,690 | 9,500 ₹21,16,505 Lowest | 9,500 ₹21,16,505 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 143.42 | Cum | 7,500 ₹10,75,650 | 5,500 ₹7,88,810 Lowest | 6,500 ₹9,32,230 |
| 8.00 | Filling available excavated 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 upto 50 m and lift upto 1.5 m. | 737.18 | Cum | 350 ₹2,58,013 | 275 ₹2,02,724.5 | 150 ₹1,10,577 Lowest |
| 9.00 | Supplying and filling RBM including watering, ramming, dressing and carriage, lead & lift complete job. | 116.98 | Cum | 350 ₹40,943 Lowest | 375 ₹43,867.5 | 400 ₹46,792 |
| 10.00 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) & Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | 145.72 | Cum | 13,000 ₹18,94,360 | 9,700 ₹14,13,484 Lowest | 10,500 ₹15,30,060 |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
28 Jan 2022, 3:00 pmClosed
EXECUTIVE ENGINEER EDUCATION DEPTT CONST DIV. IV
Jammu
CONSTRUCTION OF 10 ROOMS DOUBLE STOREY BUILDING AT GOVT. HIGHER SECONDARY SCHOOL TAPPAR (NEWLY UPGRADED ) DISTRICT KATHUA
2022_RMSA_157897_1
E NIT No 58 of 2021-22 (3rd call) dated 22-01-2022
Open Tender
Civil Works
Item Rate
540 days
CONSTRUCTION OF 10 ROOMS DOUBLE STOREY BUILDING
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
EXECUTIVE ENGINEER EDUCATION DEPTT CONST DIV. IV
₹5.0 L
15 Feb 2022
22 Jan 2022
29 Jan 2022
22 Jan 2022
28 Jan 2022
22 Jan 2022
22 Jan 2022 - 28 Jan 2022
Amount
Provision for standard tests as per necessity of site and Providing of Geo-technical Investigation by way of Plate Load Test for Determining Safe Bearing Capacity of Soil for design purpose.
Providing of Structural Design from approved consultancy and also vetting from GCET/DIQC Jammu/NIT/IIT
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed All kinds of Soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Filling available excavated 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 upto 50 m and lift upto 1.5 m.
Supplying and filling RBM including watering, ramming, dressing and carriage, lead & lift complete job.
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) & Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing corrugated G.S sheet roofing fixed with polymer coated J or L hooks bolts & nuts 8mm dia with bitumen & GI limpet washers filled with white lead,including a coat of approved paint on overlapping of sheets complete( uptoany pitch in horizontal/vertical or curved surface) excld cost of purlins, rafters & trusses and including cutting to size and shape whereever required 0.63mm thick with zinc coating not less than 275g/sqm
Structural steel welded in built up sections trusses and framed work incld cutting hoisting fixing in positon and applying a priminng coat of approved steel primer all complete riveted and bolted
Providing and fixing hard board sheet ceiling of approved quality with necessary nails etc. complete (framework to be paid for seperately) standard quality board 3mm
Centring and Shuttering including strutting, propping etc and removal of form work for Foundations: footings, bases of columns etc. for mass concrete.
Centring and Shuttering including strutting, propping etc and removal of form work for Suspended floors, roofs, landings, balconies and access platform.
Centring and Shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams, girders, bressumers and centilevers.
Centring and Shuttering including strutting, propping etc and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts.
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness,including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B fixing with adjustable lugs with split end tail to each jamb
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
6 mm Cement plaster to ceiling of mix 1 : 3 ( 1 cement : 3 fine sand)
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 ( 1 cement : 6 fine sand)
Providing and laying 75mm thick compacted bed of dry brick aggregate 40mm thick nominal size including spreading, well rammed, consolidated and grouted with fine sand including finishing smooth etc. complete as per direction of Engineer-in-charge
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). 35mm Thick Second class deodar wood.
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Decorative ply wood both side decorative veneer (type 1) conforming to IS 1328 BWR type
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 35mm thick Second class deodar wood.
Providing and fixing wire gauze shutters using galvanized M.S. wire gauze ofaverage width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butthinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : 35mm Second class deodar wood.
Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300x16 mm
Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete 200x10 mm
Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete 150x10 mm
Providing and fixing aluminium handles lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.125 mm
Providing and fixing aluminium handles lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.100 mm
Providing and fixing aluminium hanging floor door stopper lSI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :Twin rubber stopper
Providing and fixing aluminium casement stays lSI marked anodised (anoJic coating not less than grade AC 10 as per IS : 1868) transparent or eyed to required colour or shade with necessary screws etc. complete :
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)
Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
Painting with aluminum paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete.
Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion Single socketed pipes 110 mm diameter.
Cement concrete flooring in (1:2:4), finishing with a floating coat of cement slurry, but excl. the cost of nosing of steps etc. complete.50mm thick.
Providing & fixing electric points complete in all respect as per necessary as site.
RAJ KUMAR
DAVINDER SINGH
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