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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 3 | L2₹1.1 Cr+₹6.5 L (6.25%)Admitted-Finance | ₹1.1 Cr+₹6.5 L (6.25%) | L2 | Admitted-Finance |
| 4 | L3₹1.1 Cr+₹6.5 L (6.25%)Admitted-Finance DHARGLOON MENDHAR | ₹1.1 Cr+₹6.5 L (6.25%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mohib Ahmed Khan Contractor L1 | ARFAN KHAN L1 | Mehnaz Akhter L2 | Mohd Tazeem L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing of RCC work manually /by mechanically means including stacking of steel bar and disposal of unserviceable material within 50m lead | 13.83 | Cum | - | - | - | - |
| 2.00 | Demolishing stone rubble masonary manually /by mechanically means including stacking of serviceable material and disposal of unserviceable material within 50m lead in cement mortar | 21.31 | Cum | - | - | - | - |
| 3.00 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil. | 204.51 | Cum | - | - | - | - |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) Crushed.(including all lead, lifts and carriages). | 43.9 | Cum | - | - | - | - |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All
work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (including all lead, lifts and carriages). | 110.05 | Cum | - | - | - | - |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All works upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed. (including all lead, lifts and carriages). | 41.45 | Cum | - | - | - | - |
| 7.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. | 182.2 | Cum | - | - | - | - |
| 8.00 | Supplying and filling in plinth with fine sand under floors including, watering, ramming consolidating and dressing complete. | 104.17 | Cum | - | - | - | - |
| 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, lifts and carriages). | 186.41 | Cum | - | - | - | - |
| 10.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3
graded crushed stone aggregate 20mm nominal size) (including all lead, lifts and carriages). | 29.91 | Cum | - | - | - | - |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
3 Feb 2020, 3:00 pmClosed
EXECUTIVE ENGINEER CONSTRUCTION DIVISION IV Jammu
Directorate of Samagra Shiksha, Channi Rama, Jammu
CONSTRUCTION OF 10 ROOMS (5 5) FRAMED STRUCTURE DOUBLE STOREY BUILDING AT GOVT. HIGH SCHOOL SALWAH
2020_RMSA_91299_1
E NIT No. 19 (Fresh) of 2019-20 Div IV
Open Tender
Civil Works
Fixed-rate
270 days
CONSTRUCTION OF 10 ROOMS (5 5) FRAMED STRUCTURE DO
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Treasury Head 0202
₹2.6 L
4 Feb 2020
27 Jan 2020
4 Feb 2020
27 Jan 2020
3 Feb 2020
27 Jan 2020
27 Jan 2020 - 3 Feb 2020
Amount
Demolishing of RCC work manually /by mechanically means including stacking of steel bar and disposal of unserviceable material within 50m lead
Demolishing stone rubble masonary manually /by mechanically means including stacking of serviceable material and disposal of unserviceable material within 50m lead in cement mortar
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) Crushed.(including all lead, lifts and carriages).
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (including all lead, lifts and carriages).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All works upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed. (including all lead, lifts and carriages).
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
Supplying and filling in plinth with fine sand under floors including, watering, ramming consolidating and dressing complete.
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, 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 ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) (including all lead, lifts and carriages).
Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level (including all lead, lifts and carriages).
Reinforcement for RCC work including straightening cutting, bending, placing in position & binding all complete with TMT bars. (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.
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 of 1.25mm/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 1.25mm/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 A:- Sheet of 1.25mm thickness and base ties of 1.25mm.
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
Cement concrete Flooring in 1:2:4 (1 cement : 2 coarse sand: 4 Graded Stone aggregate) finishing with floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. compete. 50 mm thick 20 mm nominal size stone aggregate Crushed. (including all lead, lifts and carriages).
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including lSI marked M.S. pressed Butt hinges bright finished of required size with necessary screws excluding panelling which will be paid for separately,all complete as per direction of engineer- in charge). 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) conformiong to IS 1328 BWR type
Providing and fixing glazed shutters for doors, windows and clerestory windows using 10kg/sqm (4mm thick) float glass panes including lSI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 35mm thick Second class deodar wood.
Providing and fixing 35 mm thick wire gauze shutters using galvanised M.S. wire gauze of average width for aperture 1.4 mm in both directoin with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws lSI marked M.S. pressed bright finished butt hinges with necessary screws of required size Second class deodar 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 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 grooves 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 grooves complete as per specifications and direction of the Engineer-in-charge 15mm wide and 15mm deep groove.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including priming coat with cement primer
Finishing walls with water proofing cement paint of required shade New work (two or more coats) applied @3.84 kg/10sqm
Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to give an even shade New steel work (two or more coats)
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, 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 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 lS: 15622 of approved make in all colours and shades, laid on 20mm 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 60x60cm.(including all lead, lifts and carriages).
Providing & fixing electric points complete in all respect as per necessary as site.
ARFAN KHAN
Mehnaz Akhter
Mohd Tazeem
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