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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+₹928.45 (<0.01%)Admitted-Finance | ₹1.2 Cr+₹928.45 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹78,889.90 (0.66%)Admitted-Finance | ₹1.2 Cr+₹78,889.90 (0.66%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹1.2 L (0.99%)Admitted-Finance VPO JALGRAN TEH DISTT UNA HP | UNA | HIMACHAL PRADESH | 174301 | ₹1.2 Cr+₹1.2 L (0.99%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹4.3 L (3.62%)Admitted-Finance | ₹1.2 Cr+₹4.3 L (3.62%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Pardeep Singh Sambyal Govt Contractor L2 | M/S KULDEEP SINGH GOVT CONTRACTOR L3 | SUMIT SINGH L1 | MOHINDER SINGH CHARAK L8 | Sodagar Mal Govt Contractor L6 | RAVINDER SINGH, GOVT. CONTRACTOR L4 | ASHWANI KUMAR L9 | Mahmood Khan Govt. Contractor L5 | VED KISHORE GUPTA , GOVT. CONTRACTOR L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 70,000 ₹70,000 | 50,000 ₹50,000 | 35,000 ₹35,000 | 35,000 ₹35,000 | 30,000 ₹30,000 Lowest | 35,000 ₹35,000 | 50,000 ₹50,000 | 30,000 ₹30,000 Lowest | 1,00,000 ₹1,00,000 |
| 2.00 | Providing of Structural Design from approved consultancy and vetting | 1 | Nos | 70,000 ₹70,000 | 1,70,000 ₹1,70,000 | 60,000 ₹60,000 | 40,000 ₹40,000 | 75,000 ₹75,000 | 1,40,000 ₹1,40,000 | 1,00,000 ₹1,00,000 | 20,000 ₹20,000 Lowest | 1,00,000 ₹1,00,000 |
| 3.00 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 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 | 780.65 | Cum | 110 ₹85,871.5 | 120 ₹93,678 | 120 ₹93,678 | 200 ₹1,56,130 | 50 ₹39,032.5 Lowest | 100 ₹78,065 | 150 ₹1,17,097.5 | 90 ₹70,258.5 | 100 ₹78,065 |
| 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. | 252 | Cum | 110 ₹27,720 | 150 ₹37,800 | 120 ₹30,240 | 200 ₹50,400 | 50 ₹12,600 Lowest | 80 ₹20,160 | 150 ₹37,800 | 100 ₹25,200 | 200 ₹50,400 |
| 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 and carriages.) | 164.59 | Cum | 1,880 ₹3,09,429.2 | 1,990 ₹3,27,534.1 | 1,200 ₹1,97,508 Lowest | 2,500 ₹4,11,475 | 1,540 ₹2,53,468.6 | 1,500 ₹2,46,885 | 2,200 ₹3,62,098 | 1,600 ₹2,63,344 | 3,000 ₹4,93,770 |
| 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 ,lift and carriages.) | 370.26 | Cum | 6,200 ₹22,95,612 | 5,200 ₹19,25,352 | 5,500 ₹20,36,430 | 5,500 ₹20,36,430 | 4,300 ₹15,92,118 Lowest | 5,100 ₹18,88,326 | 6,100 ₹22,58,586 | 5,500 ₹20,36,430 | 6,500 ₹24,06,690 |
| 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 ,lift and carriages.) | 162 | Cum | 3,500 ₹5,67,000 | 3,650 ₹5,91,300 | 3,200 ₹5,18,400 | 3,800 ₹6,15,600 | 3,250 ₹5,26,500 | 3,400 ₹5,50,800 | 4,000 ₹6,48,000 | 3,000 ₹4,86,000 Lowest | 3,000 ₹4,86,000 Lowest |
| 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. | 826.12 | Cum | 40 ₹33,044.8 | 100 ₹82,612 | 50 ₹41,306 | 80 ₹66,089.6 | 30 ₹24,783.6 Lowest | 50 ₹41,306 | 60 ₹49,567.2 | 55 ₹45,436.6 | 70 ₹57,828.4 |
| 9.00 | Supplying and filling RBM including watering, ramming, dressing and carriage, lead & lift complete job. | 623.32 | Cum | 150 ₹93,498 | 250 ₹1,55,830 | 70 ₹43,632.4 Lowest | 207 ₹1,29,027.24 | 70 ₹43,632.4 Lowest | 100 ₹62,332 | 180 ₹1,12,197.6 | 160 ₹99,731.2 | 100 ₹62,332 |
| 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 ,lift and carriages.) | 162.83 | Cum | 6,000 ₹9,76,980 | 5,200 ₹8,46,716 | 7,200 ₹11,72,376 | 6,500 ₹10,58,395 | 5,500 ₹8,95,565 | 6,200 ₹10,09,546 | 6,400 ₹10,42,112 | 4,800 ₹7,81,584 Lowest | 6,500 ₹10,58,395 |
Tender Value
₹1.8 Cr
Closing Date
5 Nov 2021, 3:00 pmClosed
EXECUTIVE ENGINEER EDUCATION DEPARTMENT
Jammu
CONSTRUCTION OF 8 ROOMS DOUBLE STOREY BUILDING AT GOVT. MS GUJWAL (UPGRADED TO HIGH SCHOOL) ZONE AND DISTRICT SAMBA
2021_RMSA_145645_1
e-nit no. 30 of 2021-22 retender Div-IV
Open Tender
Civil Works
Item Rate
210 days
CONSTRUCTION OF 8 ROOMS DOUBLE STOREY BUILDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
EXECUTIVE ENGINEER EDUCATION DEPARTMENT
Exempted
23 Dec 2021
29 Oct 2021
8 Nov 2021
29 Oct 2021
5 Nov 2021
29 Oct 2021
29 Oct 2021 - 5 Nov 2021
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 vetting
Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 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) .(Including all lead ,lift 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 ,lift 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 ,lift 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.
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 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 ,lift 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 ,lift 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.
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 shuttermg including strutting, propping etc. and removal of form for- Stairs, (excluding landings) except spiral stair cases
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 andshock absorbers as specified and applying a coat of approved steel primerafter 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 ,lift and carriages.)
12mm cement plaster of mix 1:6 (1 cement : 6 fine sand) (Including all lead ,lift 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 ,lift and carriages.)
Add for plaster drip course/grooves in plastered surface or moulding to R.C.C. projections
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 60x60 mm (DOUBLE CHARGED) .(Including all lead ,lift and carriages.)
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete Size of tile 600x600 cm (DOUBLE CHARGED) .(Including all lead ,lift and carriages.)
Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders,railings, brackets, gates & similar works.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing & staircase railing and similar work including applying a priming coat of approved steel primer. M.S. tube (medium) 40mm nominal bore.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size .(Including all lead ,lift and carriages.)
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 windowsusing 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.
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 :
Providing and applying Plaster of Paris putty of 1mm thickness over plastered surface to prepare the surface even and smooth 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 .(Including all lead ,lift and carriages.) 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.
Supplying and fixing of Fan Box
Supplying and fixing of Deep
Providing & fixing MCBs of havells /Legrand or eqvt make SP(10A to16A)
Providing & fixing MCBs of havells /Legrand or eqvt make SPN(20Ato32A)
Wiring for fan point/ exhaust Fan/call bell point with 1.5 sqmm. FRLS PVC insulated copper conductor single core cable in Surface/ recessed medium class PVC Conduit , with modular switch, modular plate, suitable G.I. box and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc as required.
P/F fan of havells make or eqvt. Make including testing ,commissioning complete .
Supplying and fixing Stepped Type Electronic Fan Regulator on the existing Modular Plate Switch Box including Connections but Excluding Modular Plate etc. as Required
P/F led lights 8w,14,w20w of havells incl.testing commissioning complete job
Providing & fixing of celing plate
Installation & commissioning of readymade maintenance free chemical earthing system with 50mm dia 3.0mts length corrosion free single pipe technology copper chemrode electrode complete with grouting minerals & advance earth pit cover incl. excavation earth pit &constt. Of brick earth chamber incl. plastering both inner & outer surface of brick wall as specified by the deptt.
M/s Pardeep Singh Sambyal Govt Contractor
M/S KULDEEP SINGH GOVT CONTRACTOR
RAVINDER SINGH, GOVT. CONTRACTOR
Mahmood Khan Govt. Contractor
Sodagar Mal Govt Contractor
VED KISHORE GUPTA , GOVT. CONTRACTOR
MOHINDER SINGH CHARAK
ASHWANI KUMAR
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