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Tender Value
₹1.2 L
EMD Value
₹3,000
Closing Date
5 Oct 2026, 11:00 am
EE(BR V)
22 SURYA SEN STREET KOL-12
RENOVATION OF GIRLS TOILET OF KMCP SCHOOL AT 7, NAFAR KOLEY ROAD IN WARD NO-36.
2026_KMC_1042559_1
KMC/EE(C)/Br-V/036/06/26-27
Open Tender
CIVIL WORKS
Percentage
45 days
WARD-36
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹3,000
23 Sept 2026
23 Sept 2026
7 Oct 2026
23 Sept 2026
5 Oct 2026
23 Sept 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 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 16. 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 22.1 | SQM | 724 | ₹15,996.78 |
| 2 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 26. Add extra for each additional floor over the rate for ground floor on items from (16 to 22 and 25) except 18 of subhead A (a) upto 4th floor | 22.1 | SQM | 12 | ₹265.14 |
| 3 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36...Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%. | 1.58 | SQM | 335 | ₹527.63 |
| 4 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36.Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(d) Extra for works beyond the roof of ground floor per additional floor (i) upto 4th (per floor) and in basement.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by 150%. | 1.58 | SQM | 18 | ₹28.35 |
| 5 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc.40..Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.I. SAIL/ TATA/RINL. (10th Corrigenda & addenda dated 22.01.2020) | 0.03 | MT | 60,580 | ₹1,618.9 |
| 6 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc.40..Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (b)Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor (ii) Above 4 th floor roof per addl. floor/every 4 m | 0.03 | QTL | 56 | ₹1.68 |
| 7 | ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) | 0.1 | M3 | 6,216 | ₹646.85 |
| 8 | ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) | 0.28 | M3 | 5,672 | ₹1,588.16 |
| 9 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc?23...Add extra over the rate of ground floor for basement and each additional floor above ground floor for items 1, 4 to 22 of subhead B (i) upto 4 th floor.Note: 1) For thin concrete members upto a thickness of 65 mm involving shuttering and scaffolding rate of concrete enhanced by 150% of rate by volume (Cost of shuttering & reinforcement excluded).2. For tall structure like overhead reservoir on R.C. frame, the ground floor equivalent height shall be taken as 4 m. Every 4 m or part thereof above 4 m shall be taken as each additional floor for purpose of this item. 3. For item nos 4(a), 5(i), 6(i), 7(i), 8, 9, 10(i), 12 to 21 of subhead B costruction wing is to add cost & carriage (including loading & unloading) of Coarse Aggragate only to arrive at consolidated rate. | 0.39 | M3 | 95 | ₹37.05 |
| 10 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(1).25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C). (3rd Corrigenda & addenda dated 04.06.2018) | 5.62 | SQM | 190 | ₹1,067.8 |
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