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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹4.4 L (3.36%)Admitted-Finance | ₹1.4 Cr+₹4.4 L (3.36%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹4.4 L (3.36%)Admitted-Finance | ₹1.4 Cr+₹4.4 L (3.36%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹4.7 L (3.53%)Admitted-Finance | ₹1.4 Cr+₹4.7 L (3.53%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹13.0 L (9.82%)Admitted-Finance | ₹1.5 Cr+₹13.0 L (9.82%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHD BASHIR MALIK L6 | M/S WASIM AKRAM KHAN L8 | abdul Khalid L4 | Mehnaz Akhter L5 | SHOKET HUSSAIN L7 | KHALIDA TABASSUM L2 | MOHD IKHLAQ KHAN L1 | Iftikar Hussain Shah L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing of Geo-technical Investigation by way of Plate Load Test for Determining Safe Bearing Capacity of Soil for design purpose. | 1 | Nos | 1,20,000 ₹1,20,000 | 50,000 ₹50,000 | 10,000 ₹10,000 Lowest | 43,000 ₹43,000 | 80,000 ₹80,000 | 38,900 ₹38,900 | 15,000 ₹15,000 | 70,000 ₹70,000 |
| 2.00 | Providing of Structural Design from approved consultancy and also to be vetted by GCET/DIQC Jammu/NIT | 1 | Nos | 85,000 ₹85,000 | 1,00,000 ₹1,00,000 | 10,000 ₹10,000 Lowest | 60,000 ₹60,000 | 1,20,000 ₹1,20,000 | 58,900 ₹58,900 | 10,000 ₹10,000 Lowest | 1,00,000 ₹1,00,000 |
| 3.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary rock 25%, Hard Soil 75% | 450 | Cum | 300 ₹1,35,000 | 500 ₹2,25,000 | 350 ₹1,57,500 | 350 ₹1,57,500 | 500 ₹2,25,000 | 300 ₹1,35,000 | 230 ₹1,03,500 Lowest | 350 ₹1,57,500 |
| 4.00 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil 75%,ordinary rock 25% | 260.03 | Cum | 500 ₹1,30,015 | 450 ₹1,17,013.5 | 350 ₹91,010.5 | 400 ₹1,04,012 | 450 ₹1,17,013.5 | 300 ₹78,009 Lowest | 300 ₹78,009 Lowest | 350 ₹91,010.5 |
| 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) (including all lead, lift & carriages). | 67.01 | Cum | 4,000 ₹2,68,040 | 6,000 ₹4,02,060 | 4,100 ₹2,74,741 | 6,500 ₹4,35,565 | 4,800 ₹3,21,648 | 5,600 ₹3,75,256 | 2,500 ₹1,67,525 Lowest | 5,500 ₹3,68,555 |
| 6.00 | 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) (including all lead, lift & carriages). | 230.88 | Cum | 6,000 ₹13,85,280 | 6,000 ₹13,85,280 | 5,000 ₹11,54,400 Lowest | 7,200 ₹16,62,336 | 5,000 ₹11,54,400 Lowest | 6,500 ₹15,00,720 | 6,440 ₹14,86,867.2 | 5,000 ₹11,54,400 Lowest |
| 7.00 | 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) (including all lead, lift & carriages). | 69.81 | Cum | 9,500 ₹6,63,195 | 9,000 ₹6,28,290 | 7,220 ₹5,04,028.2 Lowest | 10,000 ₹6,98,100 | 9,500 ₹6,63,195 | 8,800 ₹6,14,328 | 9,000 ₹6,28,290 | 8,000 ₹5,58,480 |
| 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. | 201.86 | Cum | 350 ₹70,651 | 300 ₹60,558 | 200 ₹40,372 | 140 ₹28,260.4 | 450 ₹90,837 | 90 ₹18,167.4 Lowest | 210 ₹42,390.6 | 225 ₹45,418.5 |
| 9.00 | Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1 :6 ( 1 cement : 6 coarse sand) & Extra for brick work in superstructure above plinth level upto floor V level. (By manual means). (including all lead, lift & carriages). | 132.23 | Cum | 9,800 ₹12,95,854 | 10,000 ₹13,22,300 | 8,150 ₹10,77,674.5 Lowest | 10,000 ₹13,22,300 | 9,500 ₹12,56,185 | 10,700 ₹14,14,861 | 8,500 ₹11,23,955 | 9,800 ₹12,95,854 |
| 10.00 | 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) (including all lead, lift & carriages). | 15.12 | Cum | 8,500 ₹1,28,520 | 9,000 ₹1,36,080 | 8,500 ₹1,28,520 | 9,500 ₹1,43,640 | 8,900 ₹1,34,568 | 9,000 ₹1,36,080 | 7,500 ₹1,13,400 Lowest | 9,500 ₹1,43,640 |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
5 Feb 2022, 3:00 pmClosed
EXECUTIVE ENGINEER EDUCATION DEPTT. CONST DIV IV
Jammu
CONSTRUCTION OF 08 CLASSROOMS DOUBLE STOREY BUILDING AT GOVT HIGH SCHOOL RAJARA DISTRICT POONCH
2022_RMSA_157883_1
E NIT No. 56 of 2021-22 (2nd call) dated 22-01-202
Open Tender
Civil Works
Item Rate
540 days
CONSTRUCTION OF 08 CLASSROOMS DOUBLE STOREY
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
EXECUTIVE ENGINEER EDUCATION DEPTT. CONST DIV IV
₹3.4 L
Yes
15 Feb 2022
22 Jan 2022
7 Feb 2022
22 Jan 2022
5 Feb 2022
22 Jan 2022
22 Jan 2022 - 5 Feb 2022
Amount
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 to be vetted by GCET/DIQC Jammu/NIT
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary rock 25%, Hard Soil 75%
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil 75%,ordinary rock 25%
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) (including all lead, lift & carriages).
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) (including all lead, lift & carriages).
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) (including all lead, lift & carriages).
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.
Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in foundation and plinth in Cement mortar 1 :6 ( 1 cement : 6 coarse sand) & Extra for brick work in superstructure above plinth level upto floor V level. (By manual means). (including all lead, lift & carriages).
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) (including all lead, lift & carriages).
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) (including all lead, lift & carriages).
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.
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 cantilevers.
Centring and Shuttering including strutting, propping etc and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts.
Centring and Shuttering including strutting, propping etc and removal of form work for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Centring and Shuttering including strutting, propping etc and removal of form work for Edges of Slabs and Break in floors and walls (under 20 cms wide).
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 (including all lead, lift & carriages).
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 (including all lead, lift & carriages).
6 mm Cement plaster to ceiling of mix 1 : 3 ( 1 cement : 3 fine sand).(including all lead, lift & carriages).
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand) (including all lead, lift & carriages).
15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 ( 1 cement : 6 fine sand).(including all lead, lift & carriages).
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 (including all lead, lift & carriages).
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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (including all lead, lift & carriages).
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 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 60x60cm. (Double charged)KAJARIA/RAK.
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. in colour such as White, Ivory, Grey, Fume Red Brown KAJARIA/RAK.
Providing and fixing Ist 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. KAJARIA/RAK.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.G.I. pipes
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded (including all lead, lift & carriages).
Providing and fixing bolts including nuts and washers complete.
Providing and fixing hard board sheet ceiling of approved quality with necessary nails etc. complete (frame work to be paid for separately) Standard Quality board 4.5 mm
Providing and fixing plain, square edged wooden beading 65x12 mm section with screws of approved quality for ceiling 1st class kail wood.
Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gram/m2
Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gram/m2
Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position :Budloo / Fir wood
Providing and fixing plained eaves boarding 2nd class kail wood 250x32 mm (nominal size )
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 12 mm thick flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately)
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 Kail wood.
Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average 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 butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : 35mm Second class Kail wood.
Providing and fixing aluminium sliding door 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 nuts and screws etc. complete 300x16 mm Sliding Door bolts.
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 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 steel eye hook 150 mm long complete with necessary screws etc.
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 water proofing cement paint of required shade New work (two or more coats) applied @3.84 kg/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 synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work.
Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggreagate 20mm 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. Crushed. (including all lead, lift & carriages).
Providing & fixing electric points complete in all respect as per approved specification as per necessary as site as directed by Engineer in charge.
Writing School name comprising of alphabets of standard size using black japan paint complete job as directed by Engineer in charge.
Providing & fixing Black Granite Marble Plate of size 4'-0"x2'-6" including engraing the alphabet of standard size covering the entire area of plate including as directed by Engineer in charge
KHALIDA TABASSUM
Iftikar Hussain Shah
abdul Khalid
Mehnaz Akhter
MOHD BASHIR MALIK
SHOKET HUSSAIN
M/S WASIM AKRAM KHAN
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