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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance 46 B MUIRABAD ALLAHABAD | ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | -0.10% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 CrAdmitted-Finance | +1.00% | ₹2.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.5 CrAdmitted-Finance | +5.00% | ₹2.5 Cr | L3 | Admitted-Finance |
Tender Value
₹2.4 Cr
EMD Value
₹2.4 L
Closing Date
7 Feb 2026, 6:00 pmClosed
SE UPSIC KANPUR
SE UPSIC KANPUR
CONSTRUCTION OF R.C.C DRAIN NALA BOUNDARY WALL AT INDUSTRIAL ESTATE PHOOLPUR DISTRICT-PRAYAGRAJ UP
2026_MSME_1110908_1
427/SE1/25-26
Open Tender
Civil Works
90 days
PRAYAGRAJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,605
Executive Engineering UPSIC KANPUR
₹2.4 L
KANPUR
18 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
3 Feb 2026
DRAIN
Excavation in foundation in ordinary soil including lift upto 1.5 m & lead upto 30m. etc all complete. ALL KIND OF SOIL AS PER DSR (2.8.1)
Cartage of local earth including loading and unloading up to distance of 2.0 km As per DSR 1.1.2
Concrete with 4cm. Gauge STONE ballast , fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation & under floors , including supply of all matrials , labour , T & P. etc required for proper completion of work.DSR 4.1.8
Centerng and shuttering As per DSR 5.9.2
providing and laying in position specfied grade of reinforced cement concrete in 1:1.5:3 with 20 mm grade grit As per DSR 5.1.2
MS or iron work in plain work such as reinforced concrete wrought to required shape as necessary including bending for proper completion of the work. As per DSR 5.22.6
Excavation in foundation in ordinary soil including lift upto 1.5 m & lead upto 30m. etc all complete. ALL KIND OF SOIL AS PER DSR (2.8.1)
Cartage of local earth including loading and unloading up to distance of 2.0 km As per DSR 1.1.2
Concrete with 4cm. Gauge STONE ballast , fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation & under floors , including supply of all matrials , labour , T & P. etc required for proper completion of work.DSR 4.1.8
Centerng and shuttering As per DSR 5.9.2
providing and laying in position specfied grade of reinforced cement concrete in 1:1.5:3 with 20 mm grade grit As per DSR 5.1.2
MS or iron work in plain work such as reinforced concrete wrought to required shape as necessary including bending for proper completion of the work. As per DSR 5.22.6
BOUNDARY WALL
Excavation in foundation in ordinary soil including lift upto 1.5 m & lead upto 30m. etc all complete. DSR 2.8.1
Concrete with 4cm. Gauge Stone ballast , fine sand of 1.25 F.M. and cement in proportion of 1:4:8 in foundation & under floors , including supply of All matrials , labour , T & P. etc required for proper completion of work. DSR NO.4.1.8
M-150 Class Brick Work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all matrials , labour ,T &P etc required for proper completion of work. DSR 6.1.1
M-150 Class Brick Work 1:4 cement and coarse sand mortar in superstructure …… complete item. DSR 6.4.1
Centering and suttering foundation footing and base of column As per DSR NO.5.9.1
Centering and suttering beam ,plinth As per DSR NO.5.9.5
Centering and suttering column As per DSR NO.5.9.6
providing and laying in position specfied grade of reinforced cement concrete in 1:2:4 with 20 mm grade grit As per DSR 5.1.3
providing and laying in position specfied grade of reinforced cement concrete in 1:2:4 with 20 mm grade grit As per DSR 5.2.2
MS or iron work in plain work such as reinforced concrete wrought to required shape as necessary including bending for proper completion of the work. As per DSR 5.22.6
12 mm thick plaster 1:4 cement & fine. sand morter. DSR 13.4.1
Finishing wall with three coat water proof cement paint DSR 13.44.1
Providing & fixing of M.S. Gate.AS PER DSR NO10.2
Painting two coats over priming coat including cost of priming coat on steel and other metal surfaces including supply of all materials , labour Tools & Plants etc. required for proper completion of the workSI DSR NO.13.48.3
Admin block
Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.
Sand filling in plinth including supply of necessary quantity of sand from a distance not excluding 8km from the site of work and 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 cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
Antitermite treatment of soil under floors using chemical emulsion @ one litre per hole 300mm apart @ 100 Nos Holes per 9.0 Sqm including drilling 12mm diameter holes and plugging also to match the floor property.
With Chlorpyriphos / Lindane E.C. 20% with 1% Conccentration.
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in lintels of doors and windows excluding supply of reinforcement and its fixing and bending but including its fixing and binding the same necessary with 24 BWG binding wire and excluding 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. strength of the concrete shall not be less than M-20.
R.C.C. work Upto Plinth Lvl.
R.C.C. work above Plinth Lvl.
As in item 6 but for the but in slab (Using 1:1:2 Mix concrete)
As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1:2 Mix concrete)
R.C.C. work Upto Plinth Lvl.
R.C.C. work above Plinth Lvl.
As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1:2 Mix concrete)
As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20.
R.C.C. work Upto Plinth Lvl.
R.C.C. work above Plinth Lvl.
First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work.
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)
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
Same as in item No. 11 above but in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
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.
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Double Leaf Door
Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover 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.
Fabrication of hold fast for door chaukhats and windows.
Fabrication of grill / stair case railing.
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. (a) 35mm thick Second class teak wood.
15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. 1 cement : 6 coarse sand.
12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80 mm in girth and finished even and smooth No. extra for mixing any additive. 1 cement : 6 coarse sand.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Supply and fixing of Kota stone in flooring 25mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour , tool & plants etc required for proper completion of the work.
Supply and fixing of 20 mm Kota stone tiles in skirting or dado laid with 1:2 cement and coarse sand with approved coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour , tool & plants etc required for proper completion of the work.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm, Colour Aprroved as per Architect in charge
Providing wall putty on new surface with approved quality material of Berger/ j.k./birla or similar make 2 coats.
Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including supply of all materials labour Tools & plantes etc. required for proper completion of the work.but for every coat after the firsh coat.
Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade & including cleaning the surface of all dirt, dust & other foreign matter sand papering & stopping including cost of all materials, labour T & P etc. required for proper completion of the work.
Same as item 32 above but on new wood surface.
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to
IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
Providing and fixing ISI marked Stainless steel sliding door bolts with nuts and screws etc. complete : (a) 300mm x 16mm.
Providing and fixing ISI marked Stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete
(a) 250 mm x 10mm
Providing and fixing ISI marked Stainless steel handles conforming to IS:4992 with necessary screws etc. complete : (a) 100 mm
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concree
Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
Columns, Pillars, Piers, Abutments, Posts and Struts
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