ANNUAL REPAIRING WORK FOR YEAR – 2026-27 AT BODELI MUNICIPALITY DIST – CHHOTAUDEPUR (THIRD ATTEMPT)

Item No. Item Description Ref. Qty. Unit Amount

Scarifying gravelled macadam or bitumen macadam surface

1 6 cm to 10 cm.depth including stacking useful materials on 1.00 Sq. mt 49.76

road side and disposing off remaining stuff.

Demolition including stacking of serviceable materilas and

2 disposal of unserviceable materials with all lead and lift. (i) 1.00 Cu.mt 1294.64

Providing and Supplying Quarry Spell Including Collection

Carting. Staking & Spreading.ouary spell on road site

including all labour & machinarys(Jcb Tractore etc) taxes

and etc complete.

Providing and laying cement concrete 1:3:6 (1- Cement : 3-

Coarse sand : 6- crushed stone aggregates 40 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Providing and laying controlled cement concrete Work

M200 and curing complete excluding the cost of formwork

5 and reinforcement of reinforced concrete work (A) 1.00 Cu.mt 4642.84

Foundations, footings, Base of columns and Mass concrete

Providing TMT Bar FE 500D reinforcement for R.C.C. work

6 including bending, binding and placing in position complete 1.00 Kg. 90.29

upto floor two level

Providing and laying wet mix macadam base course

mm thick in required layers as per MORTH specification

using machine crushed B.T. chips as per required

gradation, mixing with required optimum quantity of water,

conveying the mix to site of work, spreading in to grade and

camber with paver/mechanical means and consolidation

each layer with vibratory roller to aschieve the desired

density including cost of material labour plant and

equipment etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-165

A (i) Shape the pothole in square or rectangle and remove

all loose material.

(ii) Prepare the solution in the ratio of 1 kg silane

nanotechnology with

liter water (< 1000 ppm TDS). Spray the solution 1 liter per

water resistant pothole / patch.B. Prepare the solution in the

silane and 200 liter water (< 1000 ppm TDS). Spray the

solution 5% by weight

of WMM mix in pug mill for treating WMM mix. Transfer the

mix to site of work by contractors own tipper. Fill water

resistant WMM mix

in pothole / patch in such a way that top 50 mm depth

remain empty for cold

mix filling. (change RA according to the depth of pothole).

Spray the mixture of 1 kg silane : 200 kg CSS1 cationic

bitumen emulsion

water based: 20 liter water (< 1000 ppm TDS) at the rate of

1 liter per sqm on

compacted surface. D. a) Add 0.425 kg silane

nanotechnology in 85 kg of CSS1

cationic bitumen emulsion water based under manual

stirring. Add 8.5 liter

water (<1000ppm TDS) means 10% of CSS1 bitumen

emulsion in the solution

under manual stirring for improving workability. (b) Pour the

bitumen emulsion solution on 915 kg aggregates under

manual / mechanical

mixing. (c) Fill

Preparing and spread

surface the cold mix

by Brushing within pothole / patch for

removing caked mud etc. Air compresor/sweeping with

9 brooms and finally fanning the cleaned surface with gunney 1.00 Sq. mt 21.38

bags to remove all loose dirt etc.(ii) Black top/ cc surface.

Providing and laying 50 mm thick Bituminous Macadam with

B.T. aggregate as per M.O.R.T. & H. specification and using

bitumen emulsion RS-1 as per IS 8887 : for tack coat @

2.50 Kg / 10 Sq.mt. with mechanical sprayer and Bulk

asphalt VG-30 for mixing @ 34.00 Kg / M.T. i.e. 3.40 % of

total weight of mix including heating and mixing the

aggregate and asphalt in continuous of drum mix plant and

hot laid process spreading the same by paver finisher and

consolidation with roller as per M.O.R.T. & H. specification

to achieve desire density, including providing all materials

equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own

machinery, drum mix plant and paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-166

Providing and laying 37.5mm thick B.M with BT Aggregate

as per M.O.RT & H specification and VG 30 asphalt Grade

60 70 for tack coat 2.50kg 10 sm and mixin 34.00kg MT i.e.

3.40 by weight of total mix including heating the aggregate

and asphalt in contonuous batching drums nis plant and

11 spreading the same by paver finisher & consolidation with 1.00 MT 4937.89

vibratory rollar including providing all materials equipments,

tools and plants, fire wood, oil. kerosene, labour charges

etc. complete using contractor own machinary drum mix

plant and paver finisher etc, complete.

Providing and laying 25mm thick S.D.B.C with BT

Aggregate as per M.O.R.T and H. specification and VG

asphalt grade 60 70 mixing at 50 kg MT i.e.5.0 By weight of

total mix including heating the aggregate and asphalt in

continuous batching drum mix plant and spreading the

12 same by paver findsher and cooonsolidation with vibratory 1.00 MT 6094.45

rollar including providing all matenals equipments, tools and

plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor own machinary drum mix plant

and paver finisher etc, complete.

Providing and Laying asphalt painting on BT surface with

bitumen VG-30 @ rate 5 kg. per 10 smt by mechanical

13 sprayar and spreding the stone dust on 0.030 cmt/ 10smt 1.00 Sq. mt 63.37

and rolling with smooth wheeled and penuriatic roller and

brushing etc. completed.

Providing and laying of hot applied Thermoplastic

compound 2.5 mm thick including Reflectorising glass

Beads 250 gms. Per sqm area , thickness of 2.5 mm is

14 exclusive of surface applied glass beads as per IRC:35 1.00 SMT 429.61

finished surface to be level. Uniform and free from streaks

and holes. ( as per government letter no.SOR 102003/94/S-

Excavation for foundation up to 1.5 M Depth including

sorting out and stacking of useful materials and disposing of

the excavated stuff up to 50 meter lead (A) Loose or soft

brick work using common burnt clay building bricks having

crushing strength not less than 35 kg.-sq.cm.in foundation

and plinth in cement mortar 1:6 ( 1-cement: 6 -fine sand )

(B) convention (upto 10 ton)

Providing 10 mm. thick cement plaster in single coat on

brick/concrete walls for interior plastering up to floor two

level and finished even and smooth in.(I) cement mortar 1 :

3 (1 cement : 3 sand)

Distempering (One coat) with oil bound washable distemper

of approved brand and of required shade on wall surface to

give an even shade, after thoroughly brushing the surfaces

18 clean of all grease, dirt, loose pieces of scales and also 1.00 SMT 34.36

including distempering with oil bound washable distemper of

preparing the surface even & smooth.

Providing and laying (to level or slopes) and jointing

reinforced concrete light duty non-pressure pipes I.S. class

NP-2 of the followings internal diameter with collars and

butt ends prepared for collar joints including testing of joints

complete. (B) 150 mm ( more than 10 ton)

SBD SECTION-7 BILL OF QUANTITIES-167

Providing and laying (to level or slopes) and jointing

reinforced concrete light duty non-pressure pipes I.S. class

NP-2 of the followings internal diameter with collars and

butt ends prepared for collar joints including testing of joints

complete. (C) 250 mm ( more than 10 ton)

Providing and laying (to level or slopes) and jointing

reinforced concrete light duty non-pressure pipes I.S. class

NP-2 of the followings internal diameter with collars and

butt ends prepared for collar joints including testing of joints

complete. (D) 300 mm ( more than 10 ton)

Providing and laying (to level or slopes) and jointing

reinforced concrete light duty non-pressure pipes I.S. class

22 NP-2 of the followings internal diameter with collars and 1.00 RMT 1258.49

butt ends prepared for collar joints including testing of joints

complete. (E) 450 mm. ( upto 10 ton)

Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm (of Jindal

Section no:4605,@ Wt 1.094 Kg / Rmt), horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm (of

Jindal Section no: 8687 @ wt.of 0.695 Kg/mt), vertical

member of size 61.85 mm x 31.75mm x 1.30 mm (of Jindal

Sectio no:8758 @ wt.of 0.0.659 Kg/mt) with sliding shutters

of horizontal member size 40mm x 18mm x 1.29mm (of

Jindal Section no:8949 @ wt.of 0.456Kg/mt), vertical

member of size 40mm x 18mm x 1.29mm (of Jindal Section

no : 8947 @ wt.of 0.456Kg/mt/ Section 8948, @ Wt.

Kg/mt) with 5 mm thick transparent bronze colour tinted

float glass with powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to frame as per

details etc complete for window.

Constructing brick masonary chamber for underground C.I

Inspection chamber and bends with bricks having crushing

stregth not less then 35 kg/cm2 in c:m 1 :5 C.I. cover with

frame (light duty) 455 mm x 610 mm internal dimensions

total weight of cover with frame to be not less than 38 Kg

.(wt. of cover 23 Kg.) and wt.of frame 15 Kg. ) ( R.C.C. top

24 slabe with 1:2:4 mix ( 1: cement :2 coarse sand : 4 graded 1.00 EACH 3426.59

stone aggregate 20 mm size) foundation concrete 1:5:10 in

side plaster 15 mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and

bed concrete etc. complete. (i) in side dimensions 455mm x

610 mm and 450 mm deep for single pipe line. ( upto

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. Cover suitable for

50cm opening of MH - Heavy Duty Circular

Cover suitable for 50cm opening of MH - Heavy Duty

House Connection Chamber light duty - Frame -

Square/Rectangular

SBD SECTION-7 BILL OF QUANTITIES-168

House Connection Chamber light duty - Cover -

Square/Rectangular

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at required

29 spacings and frame alround, square or round bars with 1.00 KG 128.88

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

ng to carry out the work at _____________ % above / below (percent should be written in figure and in words) of the estimated rates mentioned above. Amount of my/our tender work

( In words ) _________________________ percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

Note :1 All work shall be carried out as per Public Works Department Hand Book and other specifications of Division or as

Note :2 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good for

Note :3 I/ We have read the conditions mentioned in this tender and agree to abide by the same.

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 President Chief Officer

Bodeli Nagarpalika Bodeli Nagarpalika

SBD SECTION-7 BILL OF QUANTITIES-169