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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹67.9 LAccepted-Finance BAGESHWAR UTTARAKHAND UT | ₹67.9 L | 1 | Accepted-Finance L1 |
| 2 | 2₹68.1 L+₹23,122.43 (0.34%)Accepted-Finance | ₹68.1 L+₹23,122.43 (0.34%) | 2 | Accepted-Finance L2 |
| 3 | 3₹68.1 L+₹24,838.47 (0.37%)Accepted-Finance | ₹68.1 L+₹24,838.47 (0.37%) | 3 | Accepted-Finance L3 |
| 4 | 4₹68.2 L+₹30,345.63 (0.45%)Accepted-Finance | ₹68.2 L+₹30,345.63 (0.45%) | 4 | Accepted-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-FIRM DIDNT SUBMITT DOCUMENT TO THE OFFICE |
| Sl No | Description | Qty | Unit | M/S GAUHAR ALI CONSTRUCTION L3 | M/S AJAY KUMAR L2 | PAWAN KUMAR DEEPAK KUMAR CONTRACTOR L1 | sharad construction L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | 217.35 | Cum | 177 ₹38,470.95 | 177 ₹38,470.95 | 176 ₹38,253.6 Lowest | 177.5 ₹38,579.63 |
| 2.00 | Sand filling in plinth including supply of necessary quantity of Sand from a distance not exceeding 8km from the site of work & including Watering dressing etc. Rate to include cost of all materials, labour and T & P etc. required for proper completion of the work. | 99.09 | Cum | 2,123 ₹2,10,368.07 | 2,123 ₹2,10,368.07 | 2,117 ₹2,09,773.53 Lowest | 2,123.7 ₹2,10,437.43 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 75.71 | Cum | 6,812 ₹5,15,736.52 | 6,812 ₹5,15,736.52 | 6,791 ₹5,14,146.61 Lowest | 6,812 ₹5,15,736.52 |
| 4.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 43.13 | Sqm | 410 ₹17,683.3 | 410 ₹17,683.3 | 409 ₹17,640.17 Lowest | 410.85 ₹17,719.96 |
| 5.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 83.82 | cum | 6,140 ₹5,14,654.8 | 6,140 ₹5,14,654.8 | 6,122 ₹5,13,146.04 Lowest | 6,140.55 ₹5,14,700.9 |
| 6.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | 27.91 | Cum | 9,105 ₹2,54,120.55 | 9,105 ₹2,54,120.55 | 9,078 ₹2,53,366.98 Lowest | 9,105.95 ₹2,54,147.06 |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 44.69 | Cum | 9,045 ₹4,04,221.05 | 9,045 ₹4,04,221.05 | 9,018 ₹4,03,014.42 Lowest | 9,045.7 ₹4,04,252.33 |
| 8.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 21.63 | Cum | 11,505 ₹2,48,853.15 | 11,505 ₹2,48,853.15 | 11,470 ₹2,48,096.1 Lowest | 11,505 ₹2,48,853.15 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 5,274.81 | Kg | 107 ₹5,64,404.67 Lowest | 107 ₹5,64,404.67 Lowest | 107 ₹5,64,404.67 Lowest | 107.85 ₹5,68,888.26 |
| 10.00 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) | 412.46 | Sqm | 395 ₹1,62,921.7 | 395 ₹1,62,921.7 | 394 ₹1,62,509.24 Lowest | 395 ₹1,62,921.7 |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
13 Oct 2025, 3:00 pmClosed
executive officer
nagar palika parishad gadarpur
civil work of rajat jyanti park
2025_NPGP1_87723_1
04
Open Tender
Civil Works - Others
Item Rate
ward 06
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EO Nagar Palika
₹2.1 L
15 Oct 2025
30 Sept 2025
14 Oct 2025
2 Oct 2025
13 Oct 2025
2 Oct 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
Sand filling in plinth including supply of necessary quantity of Sand from a distance not exceeding 8km from the site of work & including Watering dressing etc. Rate to include cost of all materials, labour and T & P etc. required for proper completion of the work.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litr
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
Laying Of 15 mm EDPM Layer For Jogging Track
Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer incharge .(dsr 2020 Holticulter)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building.
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm 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 (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m?
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 80MM DIA having thermal stability for hot &cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 80 mm nominal dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,32MM dia having thermal stability for hot &cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, 20mm diahaving thermal stability for hot &cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20 mm nominal dia Pipes
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 610x510 mm bowl depth 200 mm
Wiring point for light/fan point/exast fan point with 1.5 sq.mm FRLS PVC insulated copper single core cable in surface /recessed steel conduit, with piano type switch fenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper single core cabile etc. as required. Group A
Wiring for light/power plug with 4 sq. mm FRLS PVC insulated copper conductore single core core cable in surface recessed steel conduit, alongwith 2Nes. 4sq. mm FRLS PVC Insulated copper single core cable for loop earthing etc. as required.
Wiring for circuit/submain wiringalongwith earth wire with 3nos 2.5sq. mm size of FRLS PVC insulated copper conductore single core core cable in surface/recessed steelconduit, etc. as required.
Earthing with G.I. earth pipe 4.5 meter long 40mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe ete with charcoal/coke and salt as required etc.
Providing and fixing 25 mm x 5 mm copper strip on surface or in recess for connection etc. as required..
Supply and fixing of 4way (4+12) double door ways surface/recess mounting. vertical type, 415V TPN MCB distribution ion board of sheet steel, dust protected duly powder painted inclusive of 200 A. tinned copper bus bar common natural link, earth bar din bar for mounting MCBs. as reqired
Supplying and fixing TP sheet steel enclosure on surface/recess along with 32 A, 415 V "C" curve TP MCB complete with connections, testing and commissioning etc. required.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge
Sand filling in plinth including supply of necessary quantity of Sand from a distance not exceeding 8km from the site of work & including Watering dressing etc. Rate to include cost of all materials, labour and T & P etc. required for proper completion of the work.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge
Sand filling in plinth including supply of necessary quantity of Sand from a distance not exceeding 8km from the site of work & including Watering dressing etc. Rate to include cost of all materials, labour and T & P etc. required for proper completion of the work.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 grad size) upto plinth level with :ed stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing Second class teak wood in frames of doors, windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia& length ( hold fast lugs or dash fastener shall be paid for separately).
Providing corrugated 1.00 mm thick with zinc coating not less than 275 gm/m² G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpewashers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete
Painting of new iron and wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.80 ltr/10 sqm of approved brand and manufacture.
M/S AJAY KUMAR (BID ID -402414)
M/S GAUHAR ALI CONSTRUCTION (BID ID -402417)
sharad construction (BID ID -402420)
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