Construction of White Topping CC Road (Overlay) at Chakkar road (Maharana Circle to Maruti Coldrinks to NH-27) of Morbi Municipal Corporation area, Dist.Morbi-2 (3rd Attempt)

Name of work : Construction of White Topping CC Road (Overlay) at Chakkar road (Maharana Circle to Maruti Coldrinks to NH-27) of

Morbi Municipal Corporation area, Dist.Morbi-2 (3rd Attempt)

=// Bill of Quantities //-

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

1 1708.00 Dismentaling the existing structure including removing and stacking the dismentelled Cum 930.35 Rupees Nine Hundred

materials as and where directed. (A) R.C.C. work Thirty Paise Thirty Five

2 3700.00 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas SqM 49.12 Rupees Fourty Nine Paise

and disposal of unserviceable materials with all lead and lift. Twelve Only

3 9504.00 Box cutting the road surface to proper slope and camber for making a base for road work Cum 109.24 Rupees One Hundred Nine

including removing the excavated stuff and depositing on the road side slope as directed upto Paise Twenty Four Only

all lead & Lift.

4 3168.00 Providing and Laying W.B.M., in one layers, using B.T.M.C. metal of size 40mm to 63mm in Cum 1255.20 Rupees One Thousand Two

layers including 16% stone screening 13.2mm size and 8% stone dust as filler, including Hundred Fifty Five Paise

spreading, watering and cosolidation by vibratory roller as per MoRTH specifications etc. Twenty Only

complete as directed by Engineer-in-charge.

5 2376.00 Providing and laying cement concrete 1:3:6 (1-Cement : 3-coarse sand : 6- Crushed stone Cum 3095.25 Rupees Three Thousand

aggregates 40 mm nominal size) and curing complete. Ninety Five Paise Twenty

6 5070.00 Construction of M35 grade White Topping With Plain Cement Concrete pavement over Cum 8206.25 Rupees Eight Thousand

surface with approve grade-53 cement @425 kg per cum and as per IRC SP - 76, Coarseand Two Hundred Six Paise

fine aggregate confirming to IS 383, maximun size of line aggregate not exceeding 25mm, Twenty Five Only

mixed in a batching and mixing plant as per approved mix desing, transported to site, laid

with a fixed form or slip from, spread, compacted and finishing in a continouus operation

including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures

as approved, curing compound, finishing to lines etc, including groove cutting to 1/3rd of

Thickness of concrete layer by making conrete panel of max size 1 Mt x 1 Mt and also filling

joints with joint filler.

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

7 875.00 Providing and fixing M.S. grills of required pattern to frames of windows / Grill etc. with Kg 109.24 Rupees One Hundred Nine

M.S. flats at required spacings and frame alround, square or round bars (25 mm Dia) with Paise Twenty Four Only

round headed bolts and nuts or by screws (A) Plain Grill.

8 95.00 Renovation of Manhole by incresing the height at top including cost of excavation, refiting of No 3407.74 Rupees Three Thousand

Manhole frame & cover curing etc. complete including all carting and providing of material Four Hundred Seven Paise

which is required for the purpose. Also for all type of manhole by providing RCC 1:2:4 Seventy Four Only

partition walls with required reinforcement 25 mm thick and circular / rectangular opening

with 500 mm clear dia min and 0.40 mt av ht.

9 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.

9(A) 95.00 Heavy Duty Frame 50cm Opening of MH No 1132.21 Rupees One Thousand One

Hundred Thirty Two Paise

Twenty One Only

9(B) 95.00 Heavy Duty Cover suitable for 50cm opening of MH No 1184.73 Rupees One Thousand One

Hundred Eighty Four Paise

Seventy Three Only

10 528.00 Road marking with hot applied thermoplastic paints with reflectorising glass beads on SqM. 367.72 Rupees Three Hundred

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick Sixty Seven Paise Seventy

including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is Two Only

excluding of surface applied glass beds 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 liminance coefficinet on cemend road

shalll 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 for the Retro reflectivity should be two years.

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

11 1100.00 Cat Eye : Supplying of Molded Twin Shanks Raised Pavement Markers made of No 326.23 Rupees Three Hundred

polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Twenty Six Paise Twenty

Glass bead lens) capable of providing total internal reflection of the light entering the lens Three Only

face and shall support a load of 13635 kgs. tested in accordance to ASTM D4280 Type H

and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-

97 - DO II Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm

and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the

base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks,

(of diameter not less than 19 +/-2 mm and height not less than 30+/- 2 mm) from the body is

to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks

to go inside, without nails and using epoxy resin based adhesive as per manufacturer's

recommendation and The color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

Amount in Words :

Rupees Five Crore Sixty Nine Lakh Thirty Seven Thousand Nine Hundred Twelve Paise Sixty Two Only

I / We am/are willing to carry out the work at ......................................................………………... % above / below (Should

be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

Estimated amount Estimated amount

Put to tender Rs. …………………… Put to tender Rs…………………..

Add……….. % above Rs. …………………… Deduct…….% below Rs…………………..

Total Rs. …………………… Net Rs…………………..

In words……………………………… In words……………………………………….

[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.

All furnising item must be aprooved by engineer in charge

[2] The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

[3] 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-10/2017 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 tender.

[5] Testing of materials charge paid by contractor

[6] Samples to be sent by contractor to GERI.

Consultant : Signature of Contractor