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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.7 LAdmitted-Finance | +2.49% | ₹15.7 L | L1 | Admitted-Finance |
| 2 | L2₹13.6 LAdmitted-Finance | -11.00% | ₹13.6 L | L2 | Admitted-Finance |
| 3 | L3₹15.4 LAdmitted-Finance | +0.99% | ₹15.4 L | L3 | Admitted-Finance |
| 4 | L4₹15.6 LAdmitted-Finance | +2.10% | ₹15.6 L | L4 | Admitted-Finance |
| 5 | L5₹15.9 LAdmitted-Finance | +3.90% | ₹15.9 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹22 L
EMD Value
₹44,000
Closing Date
2 Jan 2026, 5:00 pmClosed
SE CIVIL JVVNL
NAYAPURA, KOTA
Augmentation with renovation of C/R bldg. with other allied work for approach road, yard development, B/Wall AND water supply system at 33 KV S/S Rampuriya.
2025_JVVNL_521177_27
07/2025-26 (KOTA)
Open Tender
Miscellaneous Works
150 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Accounts officer O and M JVVNL Kota
₹44,000
Yes
23 Jan 2026
18 Dec 2025
5 Jan 2026
18 Dec 2025
2 Jan 2026
18 Dec 2025
Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand (B/1.27(a))
P&L in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering -All work up to plinth level. (A) 1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone aggregate 40mm nominal size.) (B/3.1.6)
RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand). (B/6.1.6)
Random rubble dry stone kharanja under floor. (B/11.26)
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786). Cold twisted deformed bars (IS : 1786). (B/4.13.1)
Centering & Shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundation, footing, strap beams, raft, bases of columns, etc. (B/4.9)
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix (B/4.1)
Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks. cement mortar1:6 (1 cement : 6 coarse sand). (B/5.1.2)
Brick work with clay flyash F.P.S. brick (IS 13757- 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : in Cement mortar 1 : 6 (1 cement : 6 coarse sand). (B/5.15.2)
Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. (B/14.55)
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting (height upto 10m), fixing in position and applying a priming coat of approved steel primer all complete. (B/9.1)
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) (A) For area of each slab upto 2001 to 5000 Sq.Cm. (B/11.18.2)
Kota stone slabs 25mm thick in riser of steps, Skirting, dado and pillars laid on 12mm (Average) thick cement mortar 1:3 (1cement:3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete: for area of each slab from 2001 to 5000 Sq.Cm. (B/11.19.2)
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, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mm thick with 20mm thick nominal size aggregate. (B/11.3.2)
P&F precast cement concrete coping 1:2:4 mix 50 mm thick copmlete as per specification. (B/3.8)
Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 market using phenol formal dehysresin in glue both side with approved steel bildding complete as pr annexure A, 30 mm thick commercial vernier both side. (B/8.13.2.1)
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished.
(A) 20mm thick. (B/12.3.2)
6mm thick cement plaster to ceiling of mix 1:3 (1cement:3fine sand). (B/12.5)
Providing Gola 75×75 mm in cement concrete 1:2:4 (1Cement: 2coarse sand: 4 stone aggregate 10mm and down gauge) including finishing with cement morter 1:3 as per standard design. (B/10.22)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: (A) New work (two or more coats) over and including scrapping and priming coat with cement primer. (B/12.37.1)
Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect.
(A) New works. (B/12.43.1)
(B) old work. (B/12.43.2)
Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. Old Plastered Surface (two or more coats) (B/12.22.2)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
(A) Two or more coats on new work. (B/12.46.1)
(B) One or more coats on old work. (B/12.46.2)
P&F rigid PVC pipe (IS:4985 mark) class-II/(4kg/Cm2) approved quality/ make including joining the pipe with solvent cement rubber ring and lubricant
(A) 110mm dia. (S/3.16.3)
P&F rigid PVC pipe fittings (IS:4985 mark) of approved quality/make including joining the pipe with solvent cement rubber ring and lubricant :
(A) Coupler (Socket).110mm dia. (S/3.17.1(ii))
(B) Plain Tee.110mm dia. (S/3.17.3(ii))
(C) Bend 87.5°.110mm dia. (S/3.17.9(ii))
(D) Pipe Clip.110mm dia. (S/3.17.15(ii))
P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 510 mm x 400 mm. (S/1.36.2)
Providing and fixing 3-layer PP-R (Polypropylene random coplymer) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings and fixing the pipe with clamps at 1 metre spacing. This includes cost of cutting chases and making good the same including testing of joint complete as per direction of Engineer - in charge.(CONCEALED WORK INCLUDING CUTTING CHASES AND MAKING GOOD THE WALL ETC.)
(A) PN-16 Pipe, 20 mm OD. (S/2.35.2)
(B) PN-16 Pipe, 25 mm OD. (S/2.35.3)
Providing and fixing 3-layer PP-R (Polypropylene random coplymer) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer - in charge. (EXTERNAL WORKS)
(A) PN-16 Pipe, 25 mm OD. (S/2.36.3)
(B) PN-16 Pipe, 32 mm OD. (S/2.36.4)
P&F bib cock (IS : 8931 mark), Superior quality of approved make :
(A) CP Brass bib cock 15mm nominal bore. (S/2.7.3)
P&F Inlet connection (Angle Valves) Superior quality, of approved make for wash basin, Gyser etc. CP Inlet connection 15mm brass(IS:8931 mark). (S/2.12.1)
P&F ball cock (IS : 1703 mark) with rod & PVC ball complete : Brass wt. Not less than 300 gm,15mm. (S/2.11.1)
P&F 15mm dia. Connection pipe of approved quality/make: (A) PVC pipe with CP brass nuts upto lenth 450mm. (S/2.13.3)
P&F Full-way wall valve (IS : 778 mark) or wheel valve of approved make :
(A) Gun-metal 15mm nominal bore. (S/2.15.1)
(B) Gun-metal 25mm nominal bore. (S/2.15.3)
P&F PVC storage tank ISI marked (IS:12701 marked indicating the BIS license no.) of approved make with cover, 25mm dia. 1M long GI over flow pipe and 25cm long washout pipe with plug & socket, including making connection etc., complete of approved design.
(A) 500litre capacity. (S/2.26.3)
(B) 5000litre capacity. (S/2.26.8)
Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 m. (S/3.19.1)
Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc PVC pipe 110 mm dia. (S/3.16.5.1)
Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) (a)M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc. (b)Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 (c) Add extra over item No. 11.38, A to C if reflective paver block, manufactured with wet cast vibration system in two layers is used. (d) Add extra over rates of item No. 11.38, A to C if colored paver blocks are used. (B/11.38.
P&F steel gate grating and grills made of angles, tees, square bars, flats or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. (B/9.8)
Providing and Applying ACRYLIC emulsion polymer waterproofing chemical coating, on over roof on over roof slabs/terrace/balconies/ parapet wall etc. with following method/specification : Paint the surface with regular paint brush so as to obtain approximately 0.3mm thickness coating apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by using above formulation will be 40 ft2/litre of chemical painted surface does not require any external water curing since chemical will hold sufficient water for curing. After the primer coat Apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 KG/SQM on the surface of the interval of 3-4 hours. Undulation on the surface is repair before the water proofing work. (B/15.29)
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand). (B/13.1)
Repair to stone masonry in CSM 1:6 with old and new stone. (B/13.12)
Repair of existing steel grazed doors, windows and ventilator, MS sheet door, garge doors, compound wall gates etc. by welding drilling complete include. Cost of welding rods and hire charge of welding machine and TP etc complete. (B/13.23)
Renewing glass panes, with putty and nails wherever necessary:Float glass panes of thickness 4 mm. (B/13.4.1)
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Painting, lettering, figuring and border on both side of Existing Sign board (Sheet size 1200x900mm) with ready mix synthetic enameled paint of superior quality in required shade and colour etc complete in all respect. All section of fremed post and steel tubes will be painted with primer and two coats of enamel paint as per specification & Direction of Enginner in Charge.
PART - A E/W in excavation by mechanical means (hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in which or 10 sum on plan) inc lading dressing of sides and ramming of bottoms, lift up to 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. (B/1.8)
Earthwork in filling of excavated earth except back cotton Soil With watering, and Compaction of Spreaded earth in 15-30 cm layers, levelled and neatly dressed as Per requirement of site and direction of engineer in charge, work includes cost of earth with taxes, loading, unloading, transporation, labour, water and T&P etc. Complete with all lead and lift.
Supply, stacking, spreading & hand ramming of quarry rubbish in layer not exceeding 15 cm (loose) incl. all lead & lift, transportation, loading,unloading with water & hand ranning with labour incl. T&P, machinery, water etc. complete in all respect finishing in lying, level and camber as per direction of Engineer in charges.
Repair of existing B/Wall gate (inc. wicket gate if required) by providing necessary hinges/ sleeve, flat, pins, certain missed member of pipe, welding, transportation etc. complete for all lead & lift as per direction of Engineer incharge. Item including removing of gate freight charges with rent of welding machine up to site and back.
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