Suvidhapath

Name Of Work :- Construction of Various Roads Under Suvidhapath (Normal) in Borsad Taluka Dist. Anand Pkg. No.

AND/Suvidhapath/2025-26/01

Taluka :Borsad District : Anand

1 Construction of CC Pavement on Virsad Approach Road (VR) Km. 0/000 to 0/860 Ta.:- Borsad Dist.:- Anand

2 Construction of CC Pavement on saijpur Raijipura Vasna (Ras) Road (VRNP) Km. 0/000 to 0/605 Ta.:- Borsad Dist.:-

3 Construction of CC Pavement on Chuva Sajipura Road (VRNP) Km. 0/000 to 0/670 Ta.:- Borsad Dist.:- Anand

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth 3685.00 Sq.mt 41.61

including stacking useful materials on road side and disposing off remaining

2 Providing laying and spreading mix material gradation equivalent to GSB grade 1955.00 Cum 2092.22

II ,MCBT Metal 20-40 mm with Fine aggregate material in required proportion

so as to have, mixing in place with rotavator and grading with mortar grader at

OMC and compacted with vibratory roller 80 to 100 KN static weight to achieve

desired density etc. complete

3 Earthwork for embankment including breaking clods, dressing with all lead and 8747.00 Cum 180.88

lift (including watering and consolidation) (C) From Borrowarea within all lead

4 Conveyance of excavated earth/ unuseable material available from box cutting/ 471.00 Cum 258.11

scarifying the existing road surface etc. up to 1.0 km. lead including loading,

unloading and spreading the material on road side as and where directed.

5 Dry Lean Cement Concrete Sub- base:- Construction of dry lean cement 931.00 Cum 3469.37

concrete Sub- base over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to

be as per table 600-1, cement content not to be less than 220 kg/ cum, 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.

6 Cement Concrete Pavement:- Construction of un reinforced, dowel jointed, 946.00 Cum 7366.94

plain cement concrete pavement over a prepared sub base with concrete grade

M300, coarse and fine aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per

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

7 Box cutting the road surface to proper slope and camber for making a base for 1569.00 Cum 109.42

road work including removing the excavated stuff and depositing on the road

side slope as directed upto all lead.

8 Providing & Casting in situ ordinary cement concrete M-200 mix with Trimix 1403.00 Cum 5870.12

C.C Road with TMT Bar FE 500D reinforcement laid as directed including

temping, vibrating, finishing, curing and filling in joints with bitumen etc as per

Engineer Incharge.

02. Sch B_Suvidhapath_Borsad_Pkg_1_06-03-2026 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

9 Providing & fixing logo board of Suvidhapath as per standard design of 3.00 No. 4198.57

National Rural Road Development Agency diamond size 600 x 600 mm

1.50mm thick plate & board size 900 x 250mm , 1.50mm thick M.S. plate and

2.40 meter deep length single angle 75 x 75 x 6 mm size incl. fitting & painting

lettering with luminous colour as per drawing including fixing in C.C. 1:3:6 etc.

10 Supplying and fixing reinforced concrete heavy dutynon-pressure pipes with 60.00 Rmt 1053.39

collars for culverts includingsetting and joining the pipes in C.M. 1:2 watering

andlaying (To level of slops of I.S. 458 / 1971 Class NP4 offollowing internal

diameter. (i) 300 mm dia.

11 Dismentaling the existing structure including removing and stacking the 355.00 Cum 930.36

dismentelled materials as and where directed. (A) RCC Work

12 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 2586.00 Sq.mt 706.93

block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and filling the joint with sand in proper

line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Rupees Two Crore Sixty Seven Lakh(s) Eighty eight Thousand One Hundred Six And Paise Two Only

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

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

(Please strike out which ever is not applicable.)

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.

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-10/2017 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.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

02. Sch B_Suvidhapath_Borsad_Pkg_1_06-03-2026 Page