SUVIDHAPATH - 2025 - 2026 , CONSTRUCTION OF,MALEKPUR (VAD) HIGH SCHOOL TO JUNI PANCHAYAT UP TO ROAD. IN VADNAGAR TALUKA, DIST-MEHSANA.

Suvidhapath - 2025 - 2026 , Construction of,Malekpur (Vad) High School To Juni Panchayat Up To Road.

In Vadnagar Taluka, Dist-Mehsana.

QUANTITY STATEMENT

It. Description of Item (with brief specification and Estimated rate

Quantity Unit Rate In

No. reference to book of specifications) In words

1 Box cutting the road surface to proper slope and camber 748.00 Cum. 109.05 Rupees One

for making a base of road work including removing the Hundred Nine

excavated stuff and depositing on the road side slops as and Paise Five

directed upto 50 mts. Lead. Only

2 Conveyance of excavated earth/ unsuitable material 300.00 Cum. 237.15 Rupees Two

available from box cutting/ scarifying the existing road Hundred Thirty

surface etc. up to 5.0 km. lead including loading, unloading Seven and Paise

and spreading the material on road side as and where Fifteen Only

3 Earthwork for embankment with selected earth CBR not 567.00 Cum. 192.15 Rupees One

less than 6 including breaking clods, dressing with all lead Hundred Ninety

and lift (including watering and consolidation) (B) From Two and Paise

Borrow area with all lead and lift. Fifteen Only

4 Providing and laying compacted W.B.M. 150 mm thick of 561.00 Cum. 1622.06 Rupees One

machine crushed B.T. metal of size 45 mm to 63 mm with Thousand Six

using 20 % stone screenings as filler grit and stone dust Hundred Twenty

including spreading, watering & consolidation by vibratory Two and Paise

roller etc complete. Six Only

5 Demolition and disposal of unserviceable materials with all 404.00 Cum. 516.31 Rupees Five

lead and lift.(ii) Cement concrete. & CREDIT for Bricks bats Hundred Sixteen

including stacking of serviceable materials and disposal of and Paise Thirty

unserviceable materials with all read and lift. .ii. In cement One Only

6 Excavation for foundation upto 1.5 m depth including 381.00 Cmt 122.99 Rupees One

sorting out and stacking of useful material and disposing off Hundred Twenty

the excavated stuff upto 50 m lead(A) Loose or soft soil Two and Paise

Ninety Nine Only

7 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 38.00 Cmt 2748.82 Rupees Two

machine crushed stone aggregate 40mm nominalsize) and Thousand Seven

curing complate in Foundation & Plinth. Hundred Forty

Eight and Paise

8 Construction of dry lean cement concrete Sub- base over a 419.00 Cmt 2599.74 Rupees Two

prepared sub-grade with coarse and fine aggregate Thousand Five

conforming to IS: 383, the size of coarse aggregate not Hundred Ninety

exceeding 25 mm, aggregate cement ratio not to exceed Nine and Paise

15:1, aggregate gradation after blending to be as per table Seventy Four

600-1, cement content not to be less than 220 kg/ cum, Only

optimum moisture content to be determined during trial

length construction, concrete strength not to be less than

10 Mpa at 7 days, mixed in a batching plant, transported to

site, laid with a fixed form paver or conventional method,

compacting with 8-10 tonnes vibratory roller, finishing and

curing etc. cpmplete.

9 Providing & casting in situ ordinary cement concrete 1:2:4 19.00 Cmt 3725.46 Rupees Three

(1 cement : 2 Coarse sand : 4 machine crushed stone Thousand Seven

aggregate 20mm nominal size) and providing necessary pin Hundred Twenty

headers including shuttering, scaffolding, laying, vibrating, Five and Paise

curing and finishing complete without V-Groves.(A) Height Forty Six Only

from 0.0 M. to 5.0 M.

10 Supplying and fixing reinforced concrete heavy duty non- 340.00 Rmt 1436.63 Rupees One

pressure pipes with collars for culverts including setting and Thousand Four

joining the pipes in C.M. 1:2 watering and laying (To level of Hundred Thirty

slops of I.S. 458 / 2003 Class NP3 casted by vertically Six and Paise

vibrated technology of following internal diameter. (iv) 450 Sixty Three Only

11 Providing and laying in position FE 500D TMT bar 0.61 MT 73858.68 Rupees Seventy

reinforcement including cutting, bending, hooking and tying Three Thousand

complete as per detailed drawings for the following.(A) Eight Hundred

Piers (B) Abutments (C) R.C.C. Returns Fifty Eight and

12 Construction of un-reinforced, dowel jointed, plain cement 710.00 Cmt 5028.79 Rupees Five

concrete pavement over a prepared sub base with concrete Thousand

grade M300, coarse and fine aggregate conforming to IS Twenty Eight

383, maximum size of coarse aggregate not exceeding 25 and Paise

mm, mixed in a batching and mixing plant as per approved Seventy Nine

mix design, transported to site, laid with a fixed form or slip Only

form paver, spread, compacted and finished in a

continuous operation including provision of contraction,

expansion, construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as

approved, curing compound, finishing to lines and grades

as per drawing .

13 Providing and fixing Pre-cast Rubber Dye inter locking 461.00 Sqm. 699.84 Rupees Six

concrete block 60 mm thick with grade of concrete M 300 Hundred Ninety

pnumatic compressed by mechanically pressed and as per Nine and Paise

approved design CONFIRMING IS 15658 : 2006 including 75 Eighty Four Only

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC: SP 63 -

14 Providing and fixing Pre-cast concrete kerb stone of gray 260.00 Rmt 374.92 Rupees Three

cement based concrete block 30cm length,30cm height and Hundred

15cm thick of M250 grade concret as per approved design Seventy Four

and including excavation for fixing in proper line and and Paise Ninety

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc Two Only

15 SUVIDHAPATH "LOGO" Board : Providing and fixing of 1.00 No 5096.46 Rupees Five

SUVIDHAPATH LOGO informatory sign board with Logo as Thousand Ninety

per section 1700 of MORD specifications and drawing. The Six and Paise

board will be a composite unit consisting of Two Plates of Forty Six Only

ACM (Aluminum Composite Material), material

specifications as per clause 17001.3. The top most plate will

be of 3mm ACP in diamond shape of 600x600mm size,

riveted with MS angle iron frame of 25mmx25mmx5mm

size on back on edges. The Lower plate will be of 4mm ACP

of 1100x300mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. Riveting of all

the sheets over angle and flat iron frame will be done

neatly to have plain surface on one side. The angle iron

frame of Both the plates will be welded to a 75mm

x75mmx6mm Mild steel post at Centre and this post will be

embeded in cement concrete M15 grade block of

450x450x600mm below ground level. The height of the

bottom of the lower plate will be 1200mm from normal

ground level. The spacing between the diamond shaped

plate and Lower Plate is kept 150mm. SUVIDHAPATH logo,

letters and numerals on the ACM should be made up of

Retro Reflective sheeting of Type-1 AEGP Class-A grade as

per the latest MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and posts shall be

painted with primer and two coats of epoxy paint. The

design, painting and lettering shall be done as per the

SUVIDHAPATH Logo sign Design and as directed by

Engineer in-charge. A warranty for 5 years for the Retro

reflective sheeting for Type-1 Class-A from original

manufacturer shall be submitted by contractor.

16 Cautionary Warning Sign / Give Way Sign :-Providing and 2.00 No 3906.19 Rupees Three

fixing sing boards made out of 4mm ACP (Aluminium Thousand Nine

Composite Panel); size 90 x 90 x 90 cms. equilateral triangle Hundred Six and

as per design of IRC-67-2012. Pre treated with phospheting Paise Nineteen

process & acid etching; coated with one coat of epoxy Only

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiective sheeting of Type-4 as per ASTM D-4956 and

latest MORD Specifications; 3.1mtr long stand post of Iron

Angle 75 x 75 x 6 mm as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best

quality epoxy coatings in black and white bends. The details

of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer shall be

submitted by contractor. (A) Class-B High Intensity Grade

Retro Reflective Sheeting

17 Providing and Fixing Village Name sing board having both 2.00 No 6397.43 Rupees Six

side covered with 4mm ACP Sheet size 90x60 cms Thousand Three

rectangular with message as per the design, pretreated Hundred Ninety

with phospheting process & acid etching with one coat of Seven and Paise

epoxy primer and two coats of best quality epoxy paint, Forty Three Only

reflectorised with High Intensity Micro Prismatic Grade

Type-IV retro reflective sheeting as per the IRC 67 and

latest MOST Specifications; 3.1mtr long stand post of Iron

angle 75 x 75 x 6 mm and frame fabricated from suitable

Square Hollow Section of 40x40x2.6mm, as required,

painted with best quality epoxy coating in black and white

bends. The details of the letters/symbols for board shall be

screen printed on both the side of the board with approved

color as per design and as directed by manufacturer of the

retro reflective sheeting and instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size

x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge.

(A) Class-B High Intensity Grade Retro Reflective Sheeting

18 Road Marking with Hot Applied Thermoplastic Paints with 132.00 Sqm. 367.72 Rupees Three

reflectorising glass beads on bitumin surface. Providing and Hundred Sixty

laying a hot applied thermoplastic compound 2.5 mm. thick Seven and Paise

including reflectorising glass beads @ 250 gms per sqm. Seventy Two

area, Thickness of 2.5 mm is exclusive of surface applied Only

glass beads as per IRC:35-2015. The Finished surface to be

level, uniform and free from streaks and holes. zebra

patta/bump patta lane/center line/edge line/cut patta, The

white color marking should provide liminanance coefficient

on cement road shall be min. 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-

15 of IRC 35-2015. warranty of reflectorising for 3 (three)

19 Providing and fixing in position PVC SWR pipes IS 13592 for 740.00 Rmt 265.34 Rupees Two

Drain - 110 mm dia. Hundred Sixty

Thirty Four Only

20 Supplying & fixing R.C.C. Benches of RCC 1:2:4 Finished with 2.00 No 5050.00 Rupees Five

Chaina Mosaic tiles chips and etc. complete. Thousand Fifty

Rupees Seventy Four Lakhs Ninety Six Thousand Three Hundred Sixty Six and Paise Seventeen Only

I/We am/are willing to carry out the work at…% above/below percent(Should be wri en in figures and words) of the es mated

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

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Kheralu Mehsana

Notes 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 shall be made.

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

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

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

Consumption/16/C Date:11/05/2017 as 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