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Tender Value
₹16.2 L
EMD Value
₹32,500
Closing Date
29 Jul 2026, 6:00 pm4d left
Executive Engineer PWD B and R Division Satna
Executive Engineer PWD B and R Division Satna
Various AR, SR, Deposite, MOW, Anurakshan Work in Govt. Residential Building in Section Nagod, Under Sub Division Nagod
2026_PWDRB_519872_1
10.05-SATNA-2026-27
Open Tender
Civil Works - Buildings
Percentage
120 days
SATNA
2 documents required · 2 mandatory
₹2,000
₹32,500
15 Jul 2026
15 Jul 2026
31 Jul 2026
15 Jul 2026
29 Jul 2026
15 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming consolidating in layers not exceeding 20cm in depth and dressing complete
Note :- Maximum thickness of this layer to be provided shall be 20 vm | 160 | Cum. | 672 | ₹1,07,520 |
| 2 | 鐀ࠁ慅瑲潷歲椠硥慣慶楴湯戠⁹敭档湡捩污洠慥獮⠠祈牤畡楬硥慣慶潴⼩洠湡慵敭湡癯牥愠敲獡⠠硥散摥湩〳浣椠敤瑰ㄠ㔮湩眠摩桴愠敷汬愠〱猠浱漠汰湡
湩汣摵湩牤獥楳杮漠楳敤湡慲浭湩景戠瑯潴楤灳獯污漠攠捸癡瑡摥攠牡桴敬摡甠瑰〵湡楬瑦甠瑰⸱洵楤灳獯摥攠牡桴琠敢氠癥汥敬湡敮瑡祬搠敲獳摥丨硥牴楬瑦椠慰慹汢晩眠牯獩搠湯祢洠捥慨楮慣敭湡⥳䄊汬欠湩獤漠潳汩ƃ#ƚĈ刀楥普牯散散敭瑮挠湯牣瑥潷歲⠠楷桴㈠洰潮業 | 12 | Cum. | 147 | ₹1,764 |
| 3 | 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 M 10 | 5 | Cum. | 3,808 | ₹19,040 |
| 4 | 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. | 5 | Cum. | 6,153 | ₹30,765 |
| 5 | graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.
5.3.1 M 20 Grade concrete.#äReinforcement 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.
5.16.3) Cold twisted bars (CTD)Ä#Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
9.61.1 125 mmr#Providing and fixing lSI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:
9.58.3 150xlO mm #vProviding and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
9.57.2 250x16 mmf#ÿPainting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
13.66.2) Two coats.ì#UWhite washing with lime to give an even shade :
14.26.1 Old work (two or more coats)1#ÎDismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :15.14.1 Of area 3 sq. metres and belowTProviding and fixing C.P. brass shower rose with 15 or 20 mm inlet :
100 mm diameterE#TProviding and fixing C.P. brass shower rose with 15 or 20 mm inlet :
150 mm diameterE#jProviding and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) :
With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm )Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal boreAConstructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement :
2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With well burnt bricksWork Name- Various AR/SR/Deposit work / MOW / Anurakshan work in Govt Residential Building (R.B.) AT Nagod Section Satna, under Sub Division Nagod (M.P.)
(Building S.O.R. 01.01.2024) (1620382.20) | 6 | Cum. | 6,541 | ₹39,246 |
| 6 | 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. | 6 | Sqm. | 190.6 | ₹1,143.6 |
| 7 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform. | 6 | Sqm. | 439.6 | ₹2,637.6 |
| 9 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /sqcm and water absorpt ion not more than 20% in foundation and plinth i/c curing etc. complete.
6.5.2 Cement Mortar 1:6 (1 cement : 6 sand). | 30 | Cum. | 4,155 | ₹1,24,650 |
| 10 | Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | 8 | Sqm. | 2,026 | ₹16,208 |
| 11 | Providing and Fixing, factory made,
PVC door frame made of PVC extruded sections of size 75mmx53 mm, having wall thickness 2.0mm (±0.2mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28mm x 30mm x2mm thickness (± 0.2 mm) and 75mmx200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut jointed and fusion welded together, including providing and fixing 3 nos. of 125mm long stainless steel hinges to frame, fixing the frame with jamb with required nos. and sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer-in-charge. | 6 | Mtr. | 342 | ₹2,052 |
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