Shedhi Irrigation Division Nadiad

SCHEDULE -'B'(Bill of Quantity)

Constructing Precast Concrete RCC Box Culvert at ch 4860 mt & ch. 7750 mt Ex Tail Distry

Item No. Item of work Unit Qty Amount (Rs.)

Dismantling the existing brick masonry including sorting out

and stacking the useful material and removing the debris Rs. Seven Hundred

1 and making good the damages etc. complete as directed. In Cum 126.00 750.90 Fifty & Ninety Paise

Cement Mortar Only

Dismantling the R.C.C. work and disposing off the stuff

Rs. Two Thousand

including stacking of the useful materials etc. complete as

2 Cum 67.50 2021.60 Twenty One & Sixty

directed.Heavy Reinforcement ( Main bar above 16 mm. dia. Paise Only

Removing of exiting disturbed any type of lining including

Rs. Twenty Nine &

3 opening of joints, stacking the same and disposing of stuff as Sqmt 481.50 29.10

directed etc. complete with all leads and lifts.

Excavation for foundation in all sorts of soil including yellow

sandy gravelly soils ,soft & hard murrum etc. in dry

condition including depositing the excavated stuff in Rs. One Hundred

4 uniform layers in banks or as and where directed etc. Cum 613.00 107.80 Seven & Eighty Paise

complete for lead upto 500 m and all lift.(BY MACHINERY) Only

Including dewatering.

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate for

C.C./ R.C.C work by "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as

Rs. Four Thousand

5.a directed with all lead & lift etc complete without Cum 121.00 4012.50 Twelve & Fifty Paise

dewatering and excluding the cost of steel reinforcement.(b) Only

Concrete grade M-15 and MSA-40 mm

(A) For Footing of column / Abutment / Pier / Bottom slab of

barrel / Plinth course / Coping/Approach slab etc.

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate for

C.C./ R.C.C work by "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as Rs. Four Thousand

5.b directed with all lead & lift etc complete without Cum 51.50 4190.00 One Hundred Ninety

dewatering and excluding the cost of steel reinforcement.(a) Only

Concrete grade M-15 and MSA-20 mm

(A) For Footing of column / Abutment / Pier / Bottom slab of

barrel / Plinth course / Coping/Approach slab etc.

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate for

C.C./ R.C.C work by "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as Rs. Four Thousand

5.C directed with all lead & lift etc complete without Cum 42.00 4651.00 Six Hundred Fifty

dewatering and excluding the cost of steel reinforcement.(e) One Only

Concrete grade M-25 and MSA-20 mm(A) For Footing of

column / Abutment / Pier / Bottom slab of barrel / Plinth

course / Coping/Approach slab etc.

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate for

C.C./ R.C.C work by "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as Rs. Four Thousand

5.d directed with all lead & lift etc complete without Cum 153.50 4344.00 Three Hundred Forty

dewatering and excluding the cost of steel Four Only

reinforcement.(e)Concrete grade M-15 and MSA-40 mm

(B) For Pier and Abutments / Wing wall / Head wall /

Return wal/Dowel wall etc.

SCHEDULE -'B'(Bill of Quantity)

Constructing Precast Concrete RCC Box Culvert at ch 4860 mt & ch. 7750 mt Ex Tail Distry

Providing & Laying in position "DESIGN MIX" cement

concrete using cement sand and crushed aggregate for

C.C./ R.C.C work by "FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, curing as

directed with all lead & lift etc complete without Rs. Five Thousand

5.e dewatering and excluding the cost of steel reinforcement.(n) Cum 23.50 5481.00 Four Hundred Eighty

Concrete grade M-25 and MSA -10 to 20mm One Only

(E) For Column / Beam / Solid Slab of Road Bridge / Barrel /

Cutoff wall etc.

Providing & Placing in position reinforcement bars including

Rs. Seven Thousand

cutting, bending, welding joints where necessary, hooking

6 Qtl 96.00 7194.00 One Hundred Ninety

etc. complete as per drawing for all lead and lifts. (b) TMT Four Only

Providing and laying in position 110 mm dia (6

Rs. Two Hundred

kgf/sqcm) P.V.C. Pipe for weep holes with non

7 Rmt 48.00 262.50 Sixty Two & Fifty

corroding jali in abutments, wing walls, retaining walls Paise Only

Providing rubble and sand layer including supplying of

rubble & coarse clean sharp sand at site including spreading Rs. One Thousand

rubble & coarse sand materials in 25 cm layer including One Hundred Fifty

filling in the gaps in rubble, and levelling etc.complete as Five & Ninety Paise

directed (80% rubble & 20% coarse sand) including Only

consolidation, watering etc. complete.

Back filling the foundation trenches around the structures

Rs. Thirty Six &

9 etc with selected excavated stuff including watering, Cum 132.00 36.90

Ninety Paise Only

ramming, compacting etc. complete. (By Machinery)

Providing and Erecting a "W" metal beam CRASH BARRIER

comprising of 3 mm thick corrugatedsheet metal beam rail,

70 cm above road/groundlevel fixed on ISMC series channel

vertical post,150x 75 x 5 mm space 2.00 m centre to centre

1.80 mhigh 1.10 m below ground/road level fixing at site

shall be in C.C. M-20 block of size 50 x 50 x100 cms for each

post. All steel parts and fitments to be galvanized by hot dip

process, all fitting to conform IS: 1367 and IS: 1364 metal Rs. Four Thousand

beam rail to be fixed on the vertical post with a pacer of Eight Hundred Sixty

section 150 x 75 x 5 mm 3.30 m long complete as per Four & Seventy Paise

MORTH Clause 810.Rates including providing and fixing 3 Only

mm thick ACM type reflactor 100 mm wide, type 4, class-B,

High inensity grade sheeting between two 'W' metal beam

throught and reflactive unit at the top of vertical post as per

IRC:67-2012 etc. complete as per detailed drawing and

directed by engineer-in charge.(Metal beam crash barrier

Design, Manufacturing & Supplying factory- made RCC (wet

cast) Precast Box Culvert category for use in Road Crossing,

stormwater drainage, cable trenching, or utility ducts,

having dimensions of Width x Depth (in mm) (In to In

dimension) and with varies length, with a load carrying

capacity of 70R with minimum earth cushion 200mm for

heavy vehicle movement. Box culvert shall have interlocked

plug socket arrangement. Rubber gasket required to ensure

water-tight character and for jointing of each segment

flange-bolt connection with 12 mm diameter, 50 mm length

Grade-8.8 high tensile bolts with zinccoating and round

washer or equivalent nut- bolt connection will be supplied

11 as part of the Box culvert. The drains shall be manufactured Rmt 28.00 54854.00

Hundred Fifty Four

using minimum M-50/C-40 grade concrete duly steam cured Only

for durability, OPC 53 Grade cement with admixtures as per

IS:456-2000, and coarse and fine aggregates derived from

natural sources. Reinforcement shall be with TMT/TMX bars

of Fe 500D or higher, conforming to IS:1786, fabricated

using in- house automated cage-making units for

consistency. RO water shall be used during manufacturing to

enhance durability. The factory shall be certified with ISO

9001 (Quality Management), ISO 14001 (Environmental

Management), and ISO 45001 (Occupational Health &

Safety) 2000x2000 MM (250 mm all four thickness)

SCHEDULE -'B'(Bill of Quantity)

Constructing Precast Concrete RCC Box Culvert at ch 4860 mt & ch. 7750 mt Ex Tail Distry

Providing temporary all weather and fair weather diversion Rs. Fifty Seven

suitable for traffic during the construction period of the bridge Thousand Six

12 including providing necessary drains and all safty measures Nos 2.00 57616.00

Hundred Sixteen

Providing and laying plain/reinforced cement concrete lining

of M 15 (MSA 20 mm) in bed, side slopes and curvature

including batching, mixing, transporting, placing, vibrating, Rs. Four Hundred

13 smooth finishing, curing including dewatering where Sqmt 357.00 415.80 Fifteen & Eighty

required.(MACHINERY BASED by "FLORI" - WITHOUT PAVER Paise Only

10 cm thick lining in Bed / Slope

In Words: Rs. Forty Nine Lac Thirty Six Thousand Six Hundred Seventy Four & Twenty Five Paise Only

I/We am/are willing to carry out the work at……………………………. % above/ below percent (Should be written in figures and words) of the estimated rate

mentioned above. Amount of my/our tender works out as under.

Estimated amount Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

1 - The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment

2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 - GST and Income tax TDS will be deducted at a source while making payments of bills

4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC 10/2017CementConsumption

/16/CDate:11/05/2017as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as directed by supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in inkand total of entries in last

column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects and hold good for work under all conditions,

site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under. Hact - Hactare MT - Metric Tonne Rmt = Running metre

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs. 5483.37/M.T. (Rate as per CGWRD SOR 2023-24)

Signature of agency

Tedner Clerk Deputy Executive Engineer

Shedhi Irrigation Division Mahemdavad Irrigation Sub Division

Nadiad Mahemdavad

Executive Engineer Divisional Accoutant

Shedhi irrigation Division Shedhi Irrigation Division