TENDER FOR CONSTRUCTION WORK OF C.C. ROAD, PAVER BLOCK AND STROM WATER DRAINAGE LINE IN VARIOUS AREA OF BORIAVI NAGARPALIKA UNDER 15 PERCENT VIVEKADHIN YEAR-2024-25,2025-26,2026-27.

Total Amount Rs.

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 tender.

Signature of Contractor Chief Officer

Boriavi Nagarpalika

SECTION-7 BILL OF QUANTITIES-171

BORIAVI NAGARPALIKA, BORIAVI

NAME OF WORK : ESTIMATE FOR CONSTRUCTION WORK OF PAVER BLOCK AT OPP. RAMDEVJI MANDIR

NEAR PEPAR ( MOTAGHARA) AT BORIAVI.

Item Qty. Description Total Unit Amount

1 28.80 Box cutting the road surface to proper slope and camber for

Cmt making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

50Mt.lead. 109.41 Cmt.

2 43.50 Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse

Cmt. sand : 6 Crushed stone aggregates 40 mm nominal size) and

curing complete excluding cost of form work in (A) Foundation and

3 288.00 Providing and fixing pre-cast Rubber Dye inter locking concrete

Smt. block 60mm thick with grade of concrete M300 pnumatic

compressed / Vibrated mechanically as per approved design

confirming to IS 15658 : 2006 including 35mm sand layer for

levelling and filling the joint with sand in proper line and level etc

complete as per guidelines of IRC : SP 63 - 2018. 706.93 Smt

4 68.00 Providing cement vata (10cm. x 10 cm. size) quarter round in

Rmt. cement mortar 1:1 including neat cement finishing, watering etc.

complete. 24.28 Rmt.

Add 18.00 % GST

Add 2% For Contingecies Charges Rs.

Add 1% For Quality Control Rs.

SBD SECTION-7 BILL OF QUANTITIES-172

BORIAVI MUNICIPALITY, BORIAVI

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF C. C. ROAD FROM NANDANVANCHORO MAIN

ROAD TO VADI'S HOUSE'S INDIRA NAGARI AREA AT BORIAVI

Qty. Description Unit Amount

1 104.00 Box Cutting the Road Surface to proper slope and camber for

Cmt. making a base for road work including removing the excavated

stuff and dipositing to road slope as directed all lead and lift etc.

complete upto 50 mt. Lead 109.41 Cmt.

2 52.00 Providing and laying compacted 100 mm thick B.T. Metalling

Cmt. (45 to 63 mm size) using Stone screening 13.2 mm of

Cmt./10 Smt. and 0.08 Cmt./10 Smt., Stone Dust including

spreading in uniform layer, watering and consolidation by

vibratory roller achived the desired density, as per clause.404

of M.O.R.T. & H. specification etc. complete. 1771.50 Cmt.

3 52.00 Providing and laying cement concrete (1:4:8) (1 Cement,

Cmt. Coarse sand, 8 Crushed stone agreegate 40 mm nominal) and

curing complete excluding cost of formwork in foundation and

plinth. 2905.71 Cmt.

4 78.00 Providing and laying cement concrete work M200 and curing

Cmt. complete excludng the cost of form work an reinforcement of

reinforced concrete work. 4051.90 Cmt.

5 520.00 Labour charges for concreting with vacume dewatering

Smt. Technique (Trimix or equivalent type) including loading,

unloading, carting, companing complete with "C" channelas as

per requirement and labour charges on directed by Engineer-in-

6 15.60 Supplying promoulded bituminous joint filler. (I) 12mm thick

Add :- 18% GST Rs.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7 BILL OF QUANTITIES-173

SBD SECTION-7 BILL OF QUANTITIES-174

BORIAVI MUNICIPALITY, BORIAVI

PROPOSED UNDER GROUND 450MM DIA DRAIN OUTSIDE DEV VIHAR SOCIETY AT BORIAVI.

Item Qty. Description Total Unit Amount

1 405.00 Excavation for foundation upto 1.5 m depth including sorting out and

Cmt stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil 122.94 Cmt

2 81.00 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

Cmt and stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil. 136.30 Cmt

3 382.00 Filling available excavated earth (excluding rock) in trenches. plinth, sides of

Cmt. foundations etc. in layers not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering. 136.92 Cmt.

4 41.00 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

Cmt hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

5 225.00 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

Rmt collars for culverts carrying heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and laying (to level or

slopes) of class NP2 of following internal daimeters.(ii) 450mm dia.

6 12.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse

Nos sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm

nominal size) finished smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with

frame size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm

thick walls of brick msonry using brick having crushing strength not less

than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B

type depth 1.50 Metre for 450mm diameter sewer.

Add 2% Contengency charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-174

Add 1% Quality Control charges Rs.

Add 18% GST charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-175

BORIAVI MUNICIPALITY, BORIAVI

ESTIMATE FOR CONSTRUCTION WORK OF STORM WATER DRAIN (BOX DRAIN)

FROM BAHARPURA NALA TO TOWARDS BHATIJI MANDIR AT BORIAVI

Item Qty. Description Total Unit Amount

1 61.00 Excavation for foundation up to 1.5 M Depth including sorting

Cmt. out and stacking of useful materials and disposing off the

excavated stuff up to 50 meter lead (A) Loose or soft soil 122.94 Cmt.

2 18.50 Excavation for foundation for depth from 1.5 m to

Cmt. mincluding sorting out and stacking of useful materials

anddisposing off the excavated stuff upto 50 Meter

lead.(A)Loose or soft soil 136.30 Cmt.

3 6.50 Providing and laying cement concrete 1:4:8 (1- Cement : 4-

Cmt. coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork

in (A) Foundation and Plinth 2769.69 Cmt.

4 Providing & laying controlled cement concrete M 200 and

curing complete excluding the cost of formwork and

reinforcement of reinforced concrete work in

a. 7.00 -- do -- for R.C.C Base Slab 4051.90 Cmt.

b. 12.50 -- do -- for R.C.C Vertical Wall 4603.91 Cmt.

c. 5.50 -- do -- for R.C.C Top Slab 4577.29 Cmt.

5 1919.50 Providing T.M.T. Bar Fe 500-D reinforcement for R.C.C.work

Kgs. including bending, Binding and placing in position complete

upto floor two level. 77.29 Kg.

6 81.00 Providing and applying 10 mm thick smooth cement plaster in

Smt. single coat of fair side of brick/concrete walls for interior

plastering for G.F. upto floor two level in C.M.(1:3) (1 cement,

sand) including finishing even and smooth with floating coat of

neat cement slurry including scaffolding curing etc. complete

as directed by Engineer-in-charge. 202.28 Smt.

SBD SECTION-7 BILL OF QUANTITIES-175

7 Providing Formwork of ordinary timber plankings so as to give

a rough finished including centering, shuttering, struting and

propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4.0 Mt. and removal of

the same for cast in situ reinforced concrete and plain concrete

a. 162.00 For Vertical Wall 243.86 Smt.

b. 32.50 For Slab 265.58 Smt.

8 0.57 Steel Work riveted, in built up sections, framed work including

Qtl. cutting, hoisting fixing in position and applying a priming coat of

read lead paint.(A) In beams and joists, channels, angles,

tees,flats with connecting plates or angle cleats as in main and

cross beams, hip and jack rafters, purlins conneted to common

rafters and the like. 5889.50 Qtl.

Add : 18% of GST, Rs.

Add : 1% of Quality Control, Rs.

Add : 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-176