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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC 210 AMBIKA NAGAR SHUJALPUR DISTRICT SHAJAPUR | SHUJALPUR | SHAJAPUR | MADHYA PRADESH | ₹4.2 L | L1 | Accepted-AOC Lowest rate sanction |
| 2 | L2₹4.3 LRejected-Finance WARD NO 15 M G ROAD POST OFFICE KE SAMNE SHUJALPUR DISTRICT SHAJAPUR | ₹4.3 L | L2 | Rejected-Finance 25Agreement481574 |
Tender Value
Refer Docs
EMD Value
₹4,990
Closing Date
23 Feb 2026, 5:30 pmClosed
Executive Engineer Public Health Engg.Department
Kamla Bhawan Shajapur
Maitainance of Sub Divisional office Building and Boundary wall at Sub Division Shujalpur DISTT. SHAJAPUR
2026_PHED_481571_1
NIT No.42/ EE/PHED/2025-26/SHAJAPUR Dt.11/02/2026
Open Tender
Civil Works - Water Works
30 days
SHAJAPUR
NO
3 documents required · 3 mandatory
₹2,000
Yes
₹4,990
Yes
16 Mar 2026
11 Feb 2026
25 Feb 2026
11 Feb 2026
23 Feb 2026
11 Feb 2026
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. (PWDSOR w.e.f 01-12-2022, 2.1/12)
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 upto 50m and lift upto 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 (PWDSOR w.e.f 01-12-2022, 2.6/13)
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm 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 upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. - Ordinary rock (PWDSOR w.e.f 01-12-2022, 2.7.1 /13)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT) For Footing - 8,10,12 mm dia bars (PWDSOR w.e.f 01-12-2022, 5.16.6 /82)
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 : M 20 -Grade Concrete For Beam ,column - (PWDSOR w.e.f 01-12-2022, 5.2.1 / 78)
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. Beam- Bottom, Side (PWDSOR w.e.f 01-12-2022, 5.9.2.1 / 79)
Lintels, beams, girders, bressumers and cantilevers. - Coping sides (PWDSOR w.e.f 01-12-2022, 5.9.5 /80)
Foundations, footings, bases of columns, etc. for concrete up to plinth level. (Footing, Column) (PWDSOR w.e.f 01-12-2022, 5.9.1 /79)
Columns, Pillars, Piers, Abutments, Posts and Struts. (PWDSOR w.e.f 01-12-2022, 5.9.6 /77)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :With 20mm nominal size graded stone aggregate.Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) (PWDSOR w.e.f 01-12-2022, 4.1.1.4 /40)
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 : With 20mm nominal size graded stone aggregate M 20 - Grade concrete - Coping (PWDSOR w.e.f 01-12-2022, 4.2.1.2 /40/ 4.2/40)
Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ion not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement Mortar 1:6 (1 cement : 6 sand) (PWDSOR w.e.f 01-12-2022, 6.6.2 /114)
12 mm cement plaster of mix : 1:6 (1 cement : 6 sand) (PWDSOR w.e.f 01-12-2022, 13.1.2 /467)
Finishinh walls by Wall painting by any mechanical or manual means with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two Coats (PWDSOR w.e.f 01-12-2022, 13.48.2 /475)
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. (PWDSOR w.e.f 01-12-2022, 2.4/19)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (PWDSOR w.e.f 01-12-2022, 13.64/479)
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. On steel/iron With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre. AS per PWD SOR 01-01-2024 page No. 408 Item No 13.67.2 (PWDSOR w.e.f 01-12-2022, 13.67.2/408)
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineerin charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick)\ wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).(PWDSOR w.e.f 01-12-2022, 10.36/314)
Labour only for cutting , welding and fabrication of 32 mm dia unserviceable G.I. Pipe for making of Rake as per drawing and direction including .Transportation loading Unloading of Pipe From central store to work shop and work shop to store by vehicle & Rust cleaning of pipe by sand paper and making enamble paint 2 coating on Rake complete (As Per Approved Rate by SE Sir )
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