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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹70,075.65 (0.59%)Admitted-Finance | ₹1.2 Cr+₹70,075.65 (0.59%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹91,486.30 (0.77%)Admitted-Finance | ₹1.2 Cr+₹91,486.30 (0.77%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹1.6 L (1.35%)Admitted-Finance | ₹1.2 Cr+₹1.6 L (1.35%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹2.7 L (2.26%)Admitted-Finance | ₹1.2 Cr+₹2.7 L (2.26%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | jagdish Raj L12 | ANKIT GUPTA CONTRACTOR L14 | JAS EXCAVATORS L13 | Madan Lal L3 | Vinod Bharti L19 | Dev Raj Bhagat L1 | NARESH GUPTA CONTRACTOR L17 | Kuldeep Kumar Sharma L15 | Ankush Gupta L10 | Kewal Khajuria L2 | Radha Krishan L8 | QAZI aftab L16 | Ashwani Kumar | sandeep jamwal ccontractor L5 | ASHWANI KUMAR L18 | Rakesh Kumar L9 | KRISHAN LAL SHARMA L20 | M/S JAI PAUL L11 | M/s shafiq constt L4 | sat pal L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 25,000 ₹25,000 | 25,000 ₹25,000 | 49,500 ₹49,500 | 20,000 ₹20,000 | 40,000 ₹40,000 | 20,000 ₹20,000 | 29,500 ₹29,500 | 40,000 ₹40,000 | 25,000 ₹25,000 | 30,000 ₹30,000 | 21,000 ₹21,000 | 50,000 ₹50,000 | 32,000 ₹32,000 | 80,000 ₹80,000 | 30,000 ₹30,000 | 50,000 ₹50,000 | 10,000 ₹10,000 Lowest | 30,000 ₹30,000 | 30,000 ₹30,000 | 30,000 ₹30,000 |
| 2.00 | Providing of Structural Design from approved consultancy and also to be vetted by GCET/DIQC Jammu /NIT | 1 | Nos | 1,00,000 ₹1,00,000 | 25,000 ₹25,000 | 1,48,500 ₹1,48,500 | 20,000 ₹20,000 Lowest | 40,000 ₹40,000 | 34,998.46 ₹34,998.46 | 1,42,300 ₹1,42,300 | 60,000 ₹60,000 | 50,000 ₹50,000 | 45,000 ₹45,000 | 40,000 ₹40,000 | 95,000 ₹95,000 | 45,000.01 ₹45,000.01 | 80,000 ₹80,000 | 70,000 ₹70,000 | 30,000 ₹30,000 | 1,00,000 ₹1,00,000 | 80,000 ₹80,000 | 30,000 ₹30,000 | 30,000 ₹30,000 |
| 3.00 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth. | 4 | Nos | 2,000 ₹8,000 | 3,000 ₹12,000 | 1,188 ₹4,752 | 8,000 ₹32,000 | 3,000 ₹12,000 | 1,000 ₹4,000 Lowest | 2,960 ₹11,840 | 1,500 ₹6,000 | 10,000 ₹40,000 | 1,000 ₹4,000 Lowest | 1,000 ₹4,000 Lowest | 5,000 ₹20,000 | - | 3,000 ₹12,000 | 2,000 ₹8,000 | 2,000 ₹8,000 | 3,000 ₹12,000 | 3,000 ₹12,000 | 3,000 ₹12,000 | 1,000 ₹4,000 Lowest |
| 4.00 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond 120 cm girth upto and including 240 cm girth. | 4 | Nos | 2,000 ₹8,000 | 3,000 ₹12,000 | 1,188 ₹4,752 | 8,000 ₹32,000 | 3,000 ₹12,000 | 1,000 ₹4,000 | 2,960 ₹11,840 | 1,500 ₹6,000 | 10,000 ₹40,000 | 1,000 ₹4,000 | 1,000 ₹4,000 | 5,000 ₹20,000 | - | 1,500 ₹6,000 | 3,000 ₹12,000 | 3,000 ₹12,000 | 3,000 ₹12,000 | 3,000 ₹12,000 | 300 ₹1,200 Lowest | 1,000 ₹4,000 |
| 5.00 | 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) includin disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 254.89 | Cum | 250 ₹63,722.5 | 200 ₹50,978 | 99 ₹25,234.11 | 140 ₹35,684.6 | 300 ₹76,467 | 80 ₹20,391.2 Lowest | 180 ₹45,880.2 | 150 ₹38,233.5 | 90 ₹22,940.1 | 100 ₹25,489 | 100 ₹25,489 | 200 ₹50,978 | 110 ₹28,037.9 | 180 ₹45,880.2 | 100 ₹25,489 | 200 ₹50,978 | 150 ₹38,233.5 | 170 ₹43,331.3 | 200 ₹50,978 | 100 ₹25,489 |
| 6.00 | 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. | 1,147 | Cum | 250 ₹2,86,750 | 200 ₹2,29,400 | 99 ₹1,13,553 | 140 ₹1,60,580 | 300 ₹3,44,100 | 120 ₹1,37,640 | 180 ₹2,06,460 | 200 ₹2,29,400 | 90 ₹1,03,230 Lowest | 120 ₹1,37,640 | 201 ₹2,30,547 | 200 ₹2,29,400 | 150 ₹1,72,050 | 180 ₹2,06,460 | 200 ₹2,29,400 | 100 ₹1,14,700 | 250 ₹2,86,750 | 170 ₹1,94,990 | 150 ₹1,72,050 | 180 ₹2,06,460 |
| 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (including all lead, lift & carriages). | 90.73 | Cum | 3,000 ₹2,72,190 | 3,000 ₹2,72,190 | 1,980 ₹1,79,645.4 | 1,500 ₹1,36,095 Lowest | 4,000 ₹3,62,920 | 2,590 ₹2,34,990.7 | 2,700 ₹2,44,971 | 3,200 ₹2,90,336 | 2,300 ₹2,08,679 | 2,800 ₹2,54,044 | 2,500 ₹2,26,825 | 2,500 ₹2,26,825 | 3,100 ₹2,81,263 | 2,800 ₹2,54,044 | 3,000 ₹2,72,190 | 2,000 ₹1,81,460 | 3,000 ₹2,72,190 | 2,000 ₹1,81,460 | 2,000 ₹1,81,460 | 2,800 ₹2,54,044 |
| 8.00 | 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). | 27.75 | Cum | 4,200 ₹1,16,550 | 3,500 ₹97,125 | 4,356 ₹1,20,879 | 2,500 ₹69,375 Lowest | 4,800 ₹1,33,200 | 3,700 ₹1,02,675 | 3,650 ₹1,01,287.5 | 4,000 ₹1,11,000 | 3,900 ₹1,08,225 | 3,500 ₹97,125 | 3,600 ₹99,900 | 4,200 ₹1,16,550 | 4,100 ₹1,13,775 | 3,500 ₹97,125 | 4,000 ₹1,11,000 | 3,800 ₹1,05,450 | 5,000 ₹1,38,750 | 4,000 ₹1,11,000 | 3,500 ₹97,125 | 3,700 ₹1,02,675 |
| 9.00 | 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). | 211.79 | Cum | 6,800 ₹14,40,172 | 6,800 ₹14,40,172 | 5,000 ₹10,58,950 | 6,000 ₹12,70,740 | 6,800 ₹14,40,172 | 6,000 ₹12,70,740 | 6,200 ₹13,13,098 | 6,000 ₹12,70,740 | 5,900 ₹12,49,561 | 5,900 ₹12,49,561 | 5,000 ₹10,58,950 | 6,800 ₹14,40,172 | 6,000 ₹12,70,740 | 4,600 ₹9,74,234 | 6,000 ₹12,70,740 | 6,000 ₹12,70,740 | 6,500 ₹13,76,635 | 6,000 ₹12,70,740 | 4,200 ₹8,89,518 Lowest | 5,200 ₹11,01,308 |
| 10.00 | 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. | 917.8 | Cum | 300 ₹2,75,340 | 150 ₹1,37,670 | 99 ₹90,862.2 | 100 ₹91,780 | 200 ₹1,83,560 | 100 ₹91,780 | 150 ₹1,37,670 | 120 ₹1,10,136 | 50 ₹45,890 Lowest | 100 ₹91,780 | 110 ₹1,00,958 | 100 ₹91,780 | 110 ₹1,00,958 | 130 ₹1,19,314 | 80 ₹73,424 | 150 ₹1,37,670 | 200 ₹1,83,560 | 150 ₹1,37,670 | 100 ₹91,780 | 70 ₹64,246 |
Tender Value
₹1.8 Cr
Closing Date
5 Jan 2022, 3:00 pmClosed
EXECUTIVE ENGINEER EDUCATION DEPARTMENT
jammu
CONSTRUCTION OF 06 ROOMS, 03 LABS ONE EXAM. HALL AT HS MAWA BRAHMANA UPGRADED TO HSS DISTRICT JAMMU
2021_RMSA_154350_1
e-nit no. 39 of 2021-22 dated 21-12-2021
Open Tender
Civil Works
Item Rate
540 days
CONSTRUCTION OF 06 ROOMS, 03 LABS ONE EXAM. HAL
.
2 documents required · 2 mandatory
₹3,000
EXECUTIVE ENGINEER EDUCATION DEPARTMENT
Exempted
25 Jan 2022
21 Dec 2021
6 Jan 2022
21 Dec 2021
5 Jan 2022
21 Dec 2021
21 Dec 2021 - 5 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
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth.
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material Beyond 120 cm girth upto and including 240 cm girth.
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) includin 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) (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.
Supplying and filling in plinth with fine sand under floors including, watering, ramming consolidating and dressing complete.
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).
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 Columns, Pillars, Piers, Abutments, Posts and Struts
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 Suspended floors, roofs, landings, balconies and access platform
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)
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.
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, lift & carriages).
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately) Sal wood
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 openings / wooden frames with rawl plugs screws etc.
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).
6 mm Cement plaster to ceiling of mix 1 : 3 ( 1 cement : 3 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).
12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) (including all lead, lift & carriages).
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 on New work (two or more coats applied @ 3.84 kg/10sqm)
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 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.
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 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, lift & carriages).
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 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 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 600x600 mm (Double Charged)
Providing & fixing electric points complete in all respect as per necessary as site.
Kewal Khajuria
Madan Lal
M/s shafiq constt
sandeep jamwal ccontractor
Ashwani Kumar
sat pal
Radha Krishan
Rakesh Kumar
Ankush Gupta
M/S JAI PAUL
jagdish Raj
JAS EXCAVATORS
ANKIT GUPTA CONTRACTOR
Kuldeep Kumar Sharma
QAZI aftab
NARESH GUPTA CONTRACTOR
ASHWANI KUMAR
Vinod Bharti
KRISHAN LAL SHARMA
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