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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹70,361.67 (0.40%)Admitted-Finance | ₹1.8 Cr+₹70,361.67 (0.40%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹11.7 L (6.68%)Admitted-Finance | ₹1.9 Cr+₹11.7 L (6.68%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹11.7 L (6.68%)Admitted-Finance | ₹1.9 Cr+₹11.7 L (6.68%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹11.8 L (6.73%)Admitted-Finance | ₹1.9 Cr+₹11.8 L (6.73%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S FAREEM HUSSAIN SHAH L2 | Suresh Kumar L4 | Abdul Hussain L3 | Ravi Kant L5 | MOHD RAZAQ L6 | M/S PADHA CONSTRUCTIONS CO. L1 |
|---|---|---|---|---|---|---|---|---|---|
| 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 | 2,000 ₹2,000 Lowest | 19,999.7 ₹19,999.7 | 50,000 ₹50,000 | 1,50,000 ₹1,50,000 | 22,000 ₹22,000 | 50,000 ₹50,000 |
| 2.00 | Providing of Structural Design from approved consultancy and also to be vetted by GCET/DIQC Jammu/NIT | 1 | Nos | 5,000 ₹5,000 Lowest | 20,000 ₹20,000 | 50,000 ₹50,000 | 2,50,000 ₹2,50,000 | 21,000 ₹21,000 | 56,000 ₹56,000 |
| 3.00 | Earth work in bulk excavation in hard soil 50%, ordinary rock 40% and hard rock 10%, lead upto 50 m and lift 1.5 m and dressing of site complete. | 465 | Cum | 280 ₹1,30,200 | 200 ₹93,000 Lowest | 500 ₹2,32,500 | 300 ₹1,39,500 | 200 ₹93,000 Lowest | 500 ₹2,32,500 |
| 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. | 897.09 | Cum | 350 ₹3,13,981.5 | 200 ₹1,79,418 Lowest | 500 ₹4,48,545 | 300 ₹2,69,127 | 210 ₹1,88,388.9 | 200 ₹1,79,418 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) (including all lead, lifts and carriages). | 120.41 | Cum | 4,500 ₹5,41,845 | 4,000 ₹4,81,640 | 5,100 ₹6,14,091 | 4,200 ₹5,05,722 | 3,400 ₹4,09,394 Lowest | 4,000 ₹4,81,640 |
| 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) (including all lead, lifts and carriages). | 222.79 | Cum | 4,700 ₹10,47,113 Lowest | 9,000 ₹20,05,110 | 9,500 ₹21,16,505 | 9,500 ₹21,16,505 | 9,300 ₹20,71,947 | 9,000 ₹20,05,110 |
| 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)(including all lead, lifts and carriages). | 179.67 | Cum | 8,100 ₹14,55,327 | 4,800 ₹8,62,416 Lowest | 6,000 ₹10,78,020 | 5,800 ₹10,42,086 | 5,500 ₹9,88,185 | 6,000 ₹10,78,020 |
| 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 | 450 ₹3,31,731 | 150 ₹1,10,577 | 200 ₹1,47,436 | 150 ₹1,10,577 | 200 ₹1,47,436 | 100 ₹73,718 Lowest |
| 9.00 | Supplying and filling RBM including watering, ramming, dressing and carriage, lead & lift complete job.(including all lead, lifts and carriages). | 116.98 | Cum | 400 ₹46,792 | 650 ₹76,037 | 1,200 ₹1,40,376 | 600 ₹70,188 | 1,050 ₹1,22,829 | 10 ₹1,169.8 Lowest |
| 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 (including all lead, lifts and carriages). | 177.48 | Cum | 8,900 ₹15,79,572 | 8,000 ₹14,19,840 Lowest | 9,000 ₹15,97,320 | 8,800 ₹15,61,824 | 8,800 ₹15,61,824 | 9,300 ₹16,50,564 |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 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. HIGH SCHOOL NARLA (UPGRADED TO HIGHER SECONDARY SCHOOL) DISTRICT RAJOURI
2022_RMSA_157890_1
E NIT No 57 of 2021-22 (3rd call) dated 22-01-2022
Open Tender
Civil Works
Item Rate
540 days
CONSTRUCTION OF 10 ROOMS DOUBLE STOREY BUILDING AT
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
EXECUTIVE ENGINEER EDUCATION DEPTT CONST DIV. IV
₹4.4 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
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 in hard soil 50%, ordinary rock 40% and hard rock 10%, lead upto 50 m and lift 1.5 m and dressing of site complete.
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) (including all lead, lifts and 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, lifts and 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, lifts and 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.
Supplying and filling RBM including watering, ramming, dressing and carriage, lead & lift complete job.(including all lead, lifts and carriages).
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 (including all lead, lifts and 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, lifts and 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, lifts and 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.(including all lead, lifts and carriages).
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.
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
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) (including all lead, lifts and carriages).
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand) (including all lead, lifts and 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, lifts and 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, lifts and carriages).
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. (including all lead, lifts and carriages).
Providing and fixing strips in joints of terrazzo/ cement concrete floors. Glass strips 40 mm wide and 4 mm thick
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.Second Class deodar wood.12 mm thick Marine plywood conforming to IS: 710
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butthinges 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 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 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 :
Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove
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.(including all lead, lifts and carriages).
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.
Providing & fixing electric points complete in all respect as per necessary as site.
M/S FAREEM HUSSAIN SHAH
Abdul Hussain
Suresh Kumar
Ravi Kant
MOHD RAZAQ
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