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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 LAccepted-Finance B BLOCK 21 SHILPI PLAZA REWA DISTT REWA MADHYA PRADESH | REWA | MADHYA PRADESH | 486001 | ₹2.7 L | 1 | Accepted-Finance ok |
| 2 | 2₹3.1 LRejected-Finance SHOP NO 67 WARD NO 19 GRAM PARSAUNA KALAN POST KORAULI KHURD TEHSIL SIHAWAL DISTRICT SIDHI M P | SIDHI | SIDHI | MADHYA PRADESH | ₹3.1 L | 2 | Rejected-Finance ok |
Tender Value
₹4.2 L
EMD Value
₹8,400
Closing Date
6 Mar 2026, 6:00 pmClosed
EE PWD SIDHI
EE PWD SIDHI
Special repair work for Residential Building No H Type Ganghut at Pathraula Unde Sub. Dn. Majhauli Distt. Sidhi, PWD Building SOR w.e.f 01-01-24, 2nd Call
2026_PWDRB_479464_1
NIT 21 /SIDHI / 2025-26 / 13-02-26
Open Tender
Civil Works - Buildings
60 days
EE PWD SIDHI
Special repair work for Residential Building No H Type Ganghut at Pathraula Unde Sub. Dn. Majhauli Distt. Sidhi, PWD Building SOR w.e.f 01-01-24, 2nd Call
3 documents required · 3 mandatory
₹2,000
₹8,400
18 Mar 2026
18 Feb 2026
9 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.6.2 In lime mortar
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 15.8.1 In lime mortar
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.31.2 R.C.C.
Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 80.2 In dark colour and shade etc. 11. 80.2.2 (b) Size 600X600mm thickness 9-10mm
Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 79.2 In dark shade glossy/rustic/stain finished 11. 79.2.1 (a) Size 600X600 mm thickness 9-10 mm
Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. Samples approved by Engineer-in-Charge. 11.22.2.1 Granite fine grained dark crystal of other colours and various patterns
Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : 11.17.2 Medium shade pigment using 50% white cement, 50% ordinary cement.
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 : 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm.
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid.
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 : 17.11.6 White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
Providing and fixing wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 9.25.1.1 Second class teak wood.
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. 9.8.1.2 30 mm thick
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.2 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 M 20 —Grade Concrete
Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : 5.2.1 M 20 —Grade Concrete
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for concrete up to plinth level.
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel.
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor II level in 6.7.3 having 50 kg / cm2 average compressive strength 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand)
12 mm cement plaster of mix : 13.1.2 1:6 (1 cement : 6 sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.2 1:6 (1 cement : 6 sand)
Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1.3 M 15 — Grade concrete
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Dismontling cost of stone rubble masonry & Brick Work etc.
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