Annual maintenance work for Set/Reset, Repairing of footpath with C.C. Kerb, Paver block/Water Table & Guard Stone in T.P 11, 12 & 17 (Puna), T.P. 64 (Magob-Dumbhal) & gamtal area of East (Varachha) Zone-A. (Work no.5)(2nd attempt)

Name of Work:- Annual maintenance work for Set/Reset, Repairing of

footpath with C.C. Kerb, Paver block/Water Table & Guard Stone in T.P

12 & 17 (Puna), T.P. 64 (Magob-Dumbhal) & gamtal area of East (Varachha)

Zone-A. (WORK NO. 05)

Uploading of tender documents Dt-21/05/2026

Last date of Document Dt-21/05/2026 to 08/06/2026 UP TO 18.00 Hrs.

Last date of Online bid Dt-08/06/2026 up to 18.00 Hrs.

Pre bid Meeting -

Physical submission of EMD, Upto Dt-19/06/2026 Upto 18.00 Hrs. at the office of “Chief

Tender fee. Accountant, Surat Municipal Corporation, Muglisara, by Speed

Post/RPAD only.” In sealed cover duly super scribed with name

of work and tender notice no.

Opening of Technical bid (Online) Dt.- 09/06/2026 10:00 hrs. onward (Probable)

Opening of Price bid (Online) Dt. - 23/06/2026 10:00 hrs. onward (Probable)

SURAT MUNICIPAL CORPORATION

EAST (VARAVHHA) ZONE-A

NAME OF WORK :- Annual maintenance work for Set/Reset, Repairing of

footpath with C.C. Kerb, Paver block/Water Table & Guard Stone in T.P

12 & 17 (Puna), T.P. 64 (Magob-Dumbhal) & Gamtal area of East (Varachha)

Zone-A. (WORK NO. 05)

I/We the undersigned do hereby tender for carrying out the work described in the schedule below

subject to the condition annexed.

Should this tender be accepted I/We hereby agree to abide by and to fulfill all the terms and

provisions of specifications and conditions of contract annexed hereto so far as they are applicable

and default thereof to forfeit and pay to the Municipal Corporation the sum of money mentioned in

the said conditions.

The earnest money deposited by me/us with tender may be forfeited to the said Municipal

Corporation if I/We do not deposit the full amount of security deposit, in accordance with the

clause (1) of the said conditions of contract.

EXECUTIVE ENGINEER

EAST (VARACHHA) -A

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B for Annual maintenance work for

Set/Reset, Repairing of footpath with C.C. Kerb, Paver

block/Water Table & Guard Stone in T.P 11, 12 &

(Puna), T.P. 64 (Magob-Dumbhal) & Gamtal area of

East (Varachha) Zone-A. (WORK NO. 05)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

EAST (VARACHHA) ZONE -A

NAME OF WORK :- Annual maintenance work for Set/Reset, Repairing of

footpath with C.C. Kerb, Paver block/Water Table & Guard Stone in T.P 11,

& 17 (Puna), T.P. 64 (Magob-Dumbhal) & Gamtal area of East (Varachha)

Zone-A. (WORK NO. 05)

BILL OF QUANTITIES

1) The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, General

and Special Conditions of Contract, Technical Specifications and Drawings.

2) The quantities given in the Bill of Quantities are estimated and provisional and are given to

provide a common basis for bidding. The basis of payment will be the actual quantities of

work ordered and carried out, as measured by the contractor and verified by the Engineer.

3) The bidder must quote his rate above / below the estimated rate specified in the Bill of

Quantities part for each item of work both in words and figures.

4) The rates and prices quoted in Bid in the priced Bill of Quantities, except in so far as it is

otherwise provided under the Contract, include all constructional plant, labour, supervision,

materials, erection, maintenance, insurance, profit, taxes and duties, together with all general

risks, liabilities, and obligations set out or implied in the Contract and including remedy of

any defects during the Defects Liability Period.

5) All rates and sums of money quoted in the Bill of Quantities shall be in Indian Rupees (Rs)

rounded to the nearest whole number.

6) The whole cost for complying with the provisions of the Contract shall be included in the

items provided in the Bill of Quantities.

7) Where no items are provided, the cost shall be deemed to be distributed among the rates and

prices entered for the related items of work.

8) After adjusting the bid prices as stated above, final bid evaluation will be done as follows:

(a) Bidder needs to quote in percentage of rates (above /below as indicated in BOQ) for each

part of BOQ. It is mandatory for further evaluation of bids & payment. Payment of items

of each part of BOQ shall be made as per quoted percentage for each part of BOQ.

(b) Successful bidder will be decided based on overall percentage quoted above/below of

Total estimated amount as indicated in Vol-II for the complete project.

9) General directions and descriptions of work and materials are not necessarily repeated nor

summarized in the Bill of Quantities. Reference to the relevant sections of the contract

documentation shall be made before entering prices against each item in the priced Bill of

10) The method of measurement of completed work for payment shall be in accordance with the

requirements as stated in the individual sections of the Technical Specifications.

11) Errors will be corrected by the Employer for any arithmetical errors pursuant to Clause 25 of

the Instructions to Bidder.

12) The specification numbers stated in the detailed description of items of works against

each item are indicated for guidance of the Bidders. However, any of the specification

alluded to the specifications referred to in the Bill of Quantities and / or any other

specifications from Vol.3 “Technical Specifications” which in the opinion of the Engineer

are applicable for a particular item is deemed to have been included in the scope of item and

fully covered by the rates quoted for the items. In case of any discrepancies between

provisions stated in the description of individual items and those covered by the technical

specifications, the provisions in the description of item shall have preference.

13) Rock is defined as all materials which in the opinion of the Engineer, require blasting or the

use of metal wedges and sledge hammers or the use of compressed air drilling for its removal.

14) All concrete items above and including M-15 shall be controlled concrete only.

15) Grouping of items under subheads of different sections is done in Part B BOQ for the

convenience. Any item from any section can be considered for operation in any other section

as indicated as directed by the Engineer.

16) The units of measurement described in the Bill of Quantities are metric units.

17) Abbreviations used in the Bill of Quantities are as follows:

ABBREVATIONS : FOR

Rs or RS : Indian Rupees

LS or L.S. or SUM : Lump Sum

nr. or No. or nos or Nos. : Number (s)

RM : Running metre

KM or km : Kilometre

hct./ha : Hectare

M2 or Sq.m or Sq.m or : Square metre

M3 or Cum or cu.m or : Cubic metre

CC. or c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or MT : Metric Tonne

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

MoRT&H : Specifications for Road and Bridge Works

Specification(s) (last revision) issued by the Ministry of

Surface Transport (Roads Wing),

Government of India.

ASP : Additional Technical Specification

BIS : Bureau of Indian Standards

Prov. : Provisional

P.O.L. or POL : Petrol, Oil and Lubricants

Veh. Month or Veh : Vehicle month

month : Calendar month

FRL : Finished Road Level

Veh. Km : Vehicular Kilometre

TS : Technical Specification

EXECUTIVE ENGINEER

EAST (VARACHHA) -A

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

EAST (VARACHHA) ZONE-A

TENDER NOTICE NO. DMC / EZ-A /01/2026-2027

Name of Work:- Annual maintenance work for Set/Reset, Repairing of

footpath with C.C. Kerb, Paver block/Water Table & Guard Stone in T.P 11,

& 17 (Puna), T.P. 64 (Magob-Dumbhal) & Gamtal area of East (Varachha)

Zone-A. (WORK NO. 05)

BOQ TO BE FILLED BY BIDDER (ONLINE)

PRICE BID S.O.R. 2023-24

ITEM Quantity without Per Amount

Excavating the road surface upto

required depth including removing the

excavated materials and depositing on

the road side upto 50 mt lead etc.

complete and as directed by Engineer-in

Dismantling of Structures on Roadway,

including Disposal of Unserviceable

2 Matrial and Utilising the Serviceable

materiel free of Cost in Permanent

Works as Directed by the Engineer with

all Leads and etc. Complete

(A) Brick/Stone Masonry 150.00 550.40 C.M.

(B) Plain Concrete 100.00 609.26 C.M.

(C) Reinforced Concrete 50.00 1057.85 C.M.

(D) Bituminous Pavement 250.00 288.65 C.M.

(E) Non-Bituminous Pavement 250.00 155.25 C.M.

Dismentalling tiled or stone or paver

block pavement laid in mortar including

3 stacking of serviceable material and 50.00 20.90 S.M.

disposal of unserviceable material with

all lead and lift.

Preparation of subgrade with

compacting, levelling and consolidation

of subgrade with miniroller / plate

4 vibrator machine including watering and 1800.00 4.93 S.M.

filling in depressions which occur during

the process as directed by engineer in

Providing and laying cement concrete

1:5:10 ( 1 Part of cement:5 Part of coarse

5 sand: 10 Part of graded stone aggregate

of 40 mm nominal size) in 75 mm thick

and curing complete excluding cost of

formwork etc. complete.

(A) Foundation and plinth 250.00 2517.44 C.M.

Providing and laying cement concrete

1:2:4 (1 Cement: 2 coarse sand, 4 graded

stone aggregate of 20 mm nominal size)

6 including providing and fixing

reinforcement as specified in drawing

with necessary bending, binding and

placing in position and also inc

(A) R.C.C. Kerb/Pardi 300 mm depth and 100.00 437.49 R.M.

(B) R.C.C. Kerb/Pardi 450 mm depth and 100.00 608.99 R.M.

Removing / Resetting of 100 mm thick

readymade C.C. kerb M-20(size 300 mm

x 380 mm) and setting in line level and in

7 truly vertical position including filling 1000.00 56.00 R.M.

joints in C.M. 1:1 (1: part of cement:1

part of stone dust) smooth pointing in

C.M. 1:1 (1 Par

Removing and Resetting of paver block

of walk way with necessary sand/pana

filling and make in line and level with

necessary vibrating using compactor

machine and as deirected by Engineer-in-

Providing 100 mm thick readymade C.C.

kerb of strength M-20 (size 300 mm x

380 mm) purchased from S.M.C.'s

9 approved paver block manufacturer and

setting in line level and in truly vertical

position including joins in C.M.1:1 (1:Part

For regular edge of footpath 400.00 228.00 R.M.

For rounding at the edge of footpath (For 50.00 274.00 R.M.

fanning portion)

Providing and fixing interlocking type

Rubber Moulded cement concrete paver

block of approved shape, design and

10 colour having 60 mm thickness (M 35)

purchased from SMC's approved

paverblock manufacture only and fixing

on fine sand bedding item includes I

with colour 700.00 524.00 S.M.

Without colour 2800.00 524.00 S.M.

Supplying & filling fine sand(pana) in

mm compacted thickness over the base

including necessary compaction,

watering etc.complete. Item includes

leveling by using vibratory plates

compacted machine

Providing and setting 50 to 60 mm thick

rough kotah stone water table in line,

level and in required gradient including

12 25 mm thick beddcing in C.M. 1:6 (1 part

of cement : 6 part of coarse sand) with

sufficient ramming consolidation.

Providing joints in

(1) 1'x1' Size (40 to 50 mm thick) 50.00 120.59 R.M.

(1) 2'x1' Size (40 to 50 mm thick) 10.00 118.87 R.M.

Providing and setting 35 to 50 mm thick

rough kotah stone paving for footpath in

line, level and if required gradient

13 including 25 mm thick beddcing in C.M. 200.00 312.57 S.M.

1:6 ( 1 pzrt of cement: 6 part of coarse

sand) with sufficient ramming

consolidation. Providing jo

Removing and resetting rough kotah

stone kerb stone for footpath in line

level and Proper gradient including

14 mm thick bedding in CM 1:6 (1 part of 100.00 47.72 R.M.

cement, 6 part of coarse sand) with

sufficient ramming consolidation

providing joints in C.M. 1: (1 cement

Removing and resetting rough kotah

stone paving for footpath in line, level

and proper gradient including 25 mm

15 thick bedding in CM 1:6 (1 part of 200.00 155.51 S.M.

cement, 6 part of coarse sand) with

sufficient ramming consolidation

providing joints in C.M. 1: (1 cement

Removing and resetting rough kotah

stone water table for footpath in line,

level and proper gradient including

16 mm thick bedding in CM 1:6 (1 part of 200.00 61.94 R.M.

cement, 6 part of coarse sand) with

sufficient ramming consolidation

providing joints in C.M. 1: (1 cement

Dismentalling carefully existing sewer

trap chamber upto required depth and

raising the same upto new footpath

17 level with B.B. masonary in C.M. 1:6 (1 100.00 659.87 No.

part of cement, 6 part of coarse sand)

including 12 mm thick cement plaster in

C.M. 1:3 (1 part of cemen

Supplying and fixing RCC collors (300

mm dia( for tree plantation including all

taxes carting, loading, unloading etc.

Providing and fixing in position

readymade cement concrete Water

Drain Slab ( 300 x 300 x 80 mm )

M-30 Grade with all labour, material,

testing charge etc. complete as per

details in tender specification & as

directed by engineer in charge.

Readymade Water Drain Slab ( 600 x 300 150.00 408.00 R.M.

Providing cutting of existing bituminous

surface up to suitable depth in line and

alignment using mechanically operator

cutter machine before excavating

existing surface for utility laying including

cost of all type of machinery, fuel , labour

, etc and as per direction of engineer in

Providing and laying cement concrete

guardstone(Size 750mm x 350 x 250mm)

in proportion 1:2::4 ( 1 Cement :2 Coarse

Sand : 4 Graded stone Aggregate 20 mm

21 nominal Size) Size and shapes as per the 150.00 551.00 No.

drawing including necessary exczvation

steel form work and white washing etc.

Complete (Cement and steel Contractor

Providing and laying cement concrete

cast-in-situ/Precast kerb in M-20 grade

22 as per drawing and as per details in

tender specification & as directed by

engineer in charge with all leads, lifts,

loding & unloding etc. complete.

( i ) 775mm height cement concrete M-

20 grade cast-insitu/ Precast Kerbs &

Fixing for Median as per drawing and as 200.00 1160.00 R.M.

per details in tender specification & as

directed by engineer in charge.

size cement concrete M-20 grade pre

cast Kerbs & Fixing as per drawing

Purchsed from SMC's approved 250.00 464.00 R.M.

manufactures and as per details in tender

specification & as directed by engineer in

Providing & fixing interlocking type

cement concrete paver block of

approved shape & design having 60 mm

thickness (M-40)

purchased from SMC's approved

paverblock manufacturer only on fine

23 sand bedding. Item includes leveling by 0.00 553.00 S.M.

using vibratory

plates compacted machine. Item also

includes all materials, Labour, euipments,

tools, plants, watering, cleaning etc.

A For Road Junction 80 mm thick ( M-50) 0.00 714.00 S.M.

B For Road Junction 100 mm thick ( M-50) 0.00 965.00 S.M.

Net Estimated Amount RS. ₹

SIGNATURE OF THE CONTRACTOR

Executive Engineer

East (Varachha) Zone-A

Surat Municipal Corporation

SURAT MUNICIPAL CORPORATION

EAST (VARACHHA) ZONE-A

NAME OF WORK :- Annual maintenance work for Set/Reset, Repairing of

footpath with C.C. Kerb, Paver block/Water Table & Guard Stone in T.P 11, 12 &

17 (Puna), T.P. 64 (Magob-Dumbhal) & Gamtal area of East (Varachha) Zone-

A. (WORK NO. 05)

I/we hereby tender to execute the above mentioned work in accordance with the

accompanying specification and conditions in consideration of payment being made for

the quantity of work to be executed at PAR/at___________ % (percent) in

BELOW/ABOVE the amount worked out at the rate entered in column 4 and as per the

total as above.

Final total cost tendered as per the rate quoted above will be

in accordance in all respects with the specification, design and instructions in writing as

per the terms and conditions specified in the bid document including Schedule A & B.

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

EAST (VARACHHA) ZONE-A

SURAT MUNICIPAL CORPORATION.