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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹28.1 L
EMD Value
₹57,000
Closing Date
28 Feb 2026, 3:00 pmClosed
Superintending Engineer
Meerut Circle, Meerut
Tourism Development and Beautification of Mahadev Temple at Village Puwarkheda District Shamli.
2026_UPHDB_1117561_1
488/G-12/14 date 16/02/2026
Open Tender
Civil Works
Percentage
180 days
Village Puwarkheda District Sham
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
Executive Engineer CD Meerut 04 Saharanpur
₹57,000
28 Feb 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
S.I. & Testing of 7.0 m high octagonal G.I. Pole with single arm as per approved sample made from 3 mm sheet steel (Grade S 355 JO) with top diameter as 75 mm and bottom dia as 150 mm and base plate of 240x240x16 mm with suitable slot shaped holes for mounting the same on a shallow foundation, GI weather proof junction box with 16 A SP MCB, loop-in-loop out terminals for 2 nos. 4Cx16 sq.mm YWY cables and 3x2.5 sq.mm copper conductor from junction box to fitting and connected accessories as required etc. Contractor to include the cost of RCC foundaiton for pole as per structural details.
Supply and fixing of LED street light fitting with mandatory driver set having die cast aluminium body and lenses suitable for 60 watt to 72 watt confirming to IP 65/66 protection complete in all respect.
Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 25sqmm3.5 core
Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 16sqmm4.0 core
Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 10sqmm2.0 core
Supplying, Installation, Testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. output per phase and suitable for single phase supply
S/F of 32A 240V SPN metal clad rewireable type switch fuse unit complete in all respects. PWD 302
Supply and fixing of decorative 8 to 16 Watt LED bollard luminairs with driver set confirming to IP 65 and above protection complete in all respect..
Providing and fixing Precast RCC garden Benches with Hand Rest, Each bench consists of 2Nos. L-shape base support in grey cement colour of size 80mm X 450mm X 890 mm and base width 690mm, 1 No. RCC plank in red colour of size 1500mm X 400mm X 50mm, and 1 No. RCC plank in red colour of size 1500mm X 425mm X 50mm. Seating length of the bench is 1500mm, seating height of the bench is 450mm and total height of the bench is 1000mm as per drawing attached, finishing etc complete and as per the direction of Engineer-in-charge.
Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
Providing and laying cement concrete 1:4:8 (1 cement :4 fine sand :8 brick aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
R.C.C work with cement approved coarse sand and 2cm guage approved stone grit in the proportion of 1:1.5:3 in Raft excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra.
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:1:6 (1 cement : 6 sand)
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 30 mm thick
Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
Cost of Stone writing all material, labour T&P etc required for completion of the work as per the direction of Engineer-in-charge.
S/F of decorative 8to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection Complete in all respect.
S/F of factory wired LED flood light luminaries with die cast aluminium housing built with driver set suitable for 40to50Watt confirming t IP 65/66 protection Complete in all respect.
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-in-charge.
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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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-III) 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, chajjas, 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for :Foundation,footing,bases of columns,etc.for mass concrete
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.
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.
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
Supplying, fabricating, transporting, hoisting and fixing in position good quality of Red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects.
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment).
Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge..
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
Rough dressing the trenched ground including breaking the clods.
Fine dressing the ground
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep
Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).
Providing and stacking of Hamelia (10x10x600mm) as per direction of the officer-in-charge.
Providing and stacking of CASURINA TOPIARY (300X300X1800MM) as per direction of the officer-in-charge.
Providing and stacking of PLUMERIA ALBA BUSHY (300X300X2400MM ) as per direction of the officer-in-charge.
Providing and stacking of SPIDER LILY (10x10x300mm) as per direction of the officer-in-charge.
Providing and stacking of GROUND COVER GRASS as per direction of the officer-in-charge.
Providing and fixing Solar Panel 1KW with supply of all material, labour T&P etc required for completion of the work as per the direction of Engineer-in-charge.
Providing and fixing Twin Dustbins as per drawing attached, finishing etc complete and as per the direction of Engineer-in-charge.
Providing and fixing RO Plant as per the direction of Engineer-in-charge.
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