Comprehensive Operation and Maintenance of Drainage Network in TP- 10,11A,11B(Ad alaj) & TP- 26(vasna- Hadmatiya) GUDA area for Two Years. (2025-26)

Name of work:- Comprehensive Operation and Maintenance of Drainage Network in TP-10,11A,11B(Adalaj) & TP-26(vasna-Hadmatiya) GUDA

area for Two Years. (2025-26)

Item Item of Work Estimate Rate

No. in Fig. In Words Unit Total Amt

Comprehensive operation and maintenance of drainage network using

their own mechanized cleaning equipments such as jetting machine,

Rupees Four Lakh(s) Eighty

Rodding machine, Rickshaw Driven bucket type manhole desalting

1 1 489547.00 Nine Thousand Five Hundred Month

machinery in Gandhinagar Urban Development Authority area (

Forty Seven Only

Approximate 30 km network ) (As Per RA)(No any person/Worker is

allowed to enter in to the manhole in any circumstances.)

Removing ,transporting and installing existing Ventilation Pole at new

Rupees Twenty Five Thousand

place including all tules, machinery, labour, fuel, Lubrication,

2 1 25502.50 Five Hundred Two And Paise Nos.

Excavation, concreting and connection to Seware line as when and

where asked. Transporting within 2 KM distance.

Comprehensive operation and maintenance of drainage network using

their own mechanized cleaning equipments such as jetting machine, Rupees Twenty Thousand

3 1 Rodding machine, Rickshaw Driven bucket type manhole desalting 20397.79 Three Hundred Ninety Seven KM / Month

machinery in Gandhinagar Urban Development Authority area ( for And Paise Seventy Nine Only

additional network added to this work )(As Per RA)

Excavation for pipe line trenches for water supply, sewerage lne,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the

site etc. complete for all lifts and strata as specified. (GWSSB SOR

2022-23/Pg no.32 Labour section Part 1&2. B, Item 1.A.1.a, Item

4 1.A.2.a,Item 1.A.3.a)

Up to 1.5mt depth Rupees Eighty Nine And Paise

Eighty Nine Only

1.5 to 3.0mt depth Rupees Ninety Eight And Paise

Ninety Eight Only

3.0 to 4.5.0mt depth Rupees One Hundred Four

And Paise Three Only

Extra rate over item of excavation of earth for excavation of asphalt

pavement /RCC/Tiles of Any Thickness (By any type of Breaker

Machine or R.C.C.Cutter machine including cost of operator, fuel, &

Rupees Three Hundred Three

5 1 transportation etc complete.) including demolishing the asphalt carpet, 303.00 Smt

metal, soiling/cutting reinfocement etc.comp.with stacking or disposing

the material as directed. (As per M.R.)

Providing and supplying ISI Standard R.C.C. pipes (of sulphate

resisting Cement )in standard lengths of following class and diameter

suitable for rubber ring joints ( socket and spigot) including all taxes,

insurance, transportation, treight charges , octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

complete (GWSSB SOR 2022-23/Pg no.15 Material section Part 1&2.

A, Item 10.1.D)

300 mm dia NP3 Class

6 Rupees Seven Hundred Sixty

Two And Paise Fifty Five Only

450 mm dia NP3 Class

Rupees One Thousand Three

1 1374.61 Hundred Seventy Four And Rmt

Paise Sixty One Only

600 mm dia NP3 Class Rupees One Thousand Nine

1 1965.46 Hundred Sixty Five And Paise Rmt

Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following

diameters in proper position , grade and alignment at all level as

directed by Engineer-in- charge including conveyance from stone to

site of work, labour giving hydraulic testing as per ISI code. (GWSSB

SOR 2022-23/Pg no.15 Material section Part 1&2.B,Item 11.b)

300 mm dia NP3 Class

Rupees One Hundred Twenty

And Paise Nineteen Only

450 mm dia NP3 Class Rupees One Hundred Seventy

1 172.71 Two And Paise Seventy One Rmt

600 mm dia NP3 Class

Rupees Two Hundred Thirty

And Paise Twenty Eight Only

Refilling the pipeline trenches including ramming, watering,

consolidating disposal of surplus stuff as directed within a radium of 3 Rupees Twenty Two And Paise

Km.(GWSSB SOR 2022-23/Pg no.15 Material section Part 1&2.B,Item Twenty Two Only

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round

bar for lifting the cover & should be fitted with plastic cups. Frame :

mm ø clear opening, outer size 888x888x175 mm. On the upper

periphery of frame 25 x 3mm wide MS flat should be well embed in

concrete to protect the edges of frame. FRC E.H.D.-35 manhole cover

& frame described as above.(Area of opening-0.25 sqm(0.56 dia),If

opening of cover is more or less,rate will be proportionaly more or less)

(Himalaya or equivalent)

Rupees Three Thousand Eight

Hundred Thirty Eight Only

Repairing damaged MH and rasing & Lowering MH to road level incl.

removing damaged brick work and repairing by brick masonary in

C.M.1:5 and plaster inside and outside in C.M.1:3 and Refixing existing

MH sheet cover, removing the debris from MH and carting the same as

directed.(As per Rate Analysis.)

up to 0.35m Height Rupees One Thousand Nine

1 1983.64 Hundred Eighty Three And Nos.

Paise Sixty Four Only

More Than 0.35 mt Hieght Rupees Three Thousand

1 3082.52 Eighty Two And Paise Fifty Nos.

Raising of Existing manhole Item includes, cutting of existing road

surround by Manhole by dimond cutter machine, dismantling of road in

confined area by breaker machine and carting of dismantled material.

Item also included necessary brick work to raise the manhole at road

level in CM 1:3 Item also included fixing of Manhole frame at exact

road level by using MaserEmaco S 488 trowelable fibre reinforced

thixotropic repair mortar material, Laying of concrete made from Rupees Six Thousand Nine

MasterEmaco S 346 flowable micro concrete material in desired Hundred Sixty Nine Only

thickness and laying of hot mit bituminous material in upper layer and

compaction of hot mix bituminous material by Plate compactor

machine. Rate also included necessary plaster at inside of manhole in

CM 1:3 in 20 mm thickness on raised brickwork.(As per AUDA

Dewatering by pumping set of required capacity including temorary

platfrom carting pumping at site and fixing the same in position

Rupees Eighteen And Paise

12 1 including all accessories, and fuel and labour etc. comp.(GWSSB SOR 18.50 HP/hr

2022-23/Pg no.112 Miscellaneous section Item no-1)

Barricating of spot as required with empty asphalt drums painted with

B/W flouroscent paint with necessary cautionary board, necessary

Rupees Seven Hundred Sixty

13 1 bamboos & jute etc. comp.drums Barricating 766.09 Nos.

Six And Paise Eight Only

(As per AUDA Approved Rate)

Providing Dummy of pipe plug 400/800 with accessories pneumatic

Rupees One Lakh(s) Twenty

pipe plug : 400/800 protective sleeve : 400/800 single fitting controller

14 1 128775.00 Eight Thousand Seven Nos.

with connecting hose pipe - 3/8" etc. comp.(As per AUDA Approved

Hundred Seventy Five Only

Providing and Suppllying Safety Board (As per AMC SOR) Rupees One Thousand Six

15 1 1656.40 Hundred Fifty Six And Paise Nos.

Providing & Supplying JCB Machine on rental basis in case of

emergency situation and break down type work & also during

unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking of Rupees Seven Hundred

16 1 useful & non-useful materials separately up to store. (No payment 718.98 Eighteen And Paise Ninety Hrs

should be allowed for non working condition of machinery and for pipe Eight Only

line excavation and laying work)(as per RnB SOR 2024-25/Hire

charges, pg.no-61/Sr.no-16)

Finding Existing machine Hole using Metal Detector as per directed by Rupees Five Hundred Five

Engineer in Charge (As Per MR) Only

Rolling,Watering and consolidation of soling including filling in

depression which occur during the process, with power roler 8 tonne Rupees Twenty Two And Paise

to 12 tonne. ( SOR - 2024-25 SOR It.No - 26021 Page -180 ) Seventy Five Only

Construction of Grannular sub base of 200 mm thick in by providing

GSB Gr - I coarse graded material using B.T Metal 26.5mm to 53 mm

Rupees One Thousand Nine

@ 35 % ,26.5mm to 4.75mm 45% & Below 2.36mm 20 % in uniform

19 1 1906.38 Hundred Six And Paise Thirty Cu.m

layer with motor grader on prepared surface mxing by mix in place

method with vibratory roller to achive the desired density complete as

per close 401. (RA-1)

Providing and laying compacted W.B.M. 150 mm thick of machine

crushed B.T. metal of size 45 mm to 63 mm with using 20 % stone Rupees Two Thousand One

20 1 screenings as filler grit and stone dust including spreading, watering & 2191.93 Hundred Ninety One And Paise Cu.m

consolidation by vibratory roller etc complete. ( As Per R.A-2 ) Ninety Three Only

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

: 6- hand broken stone aggregates 40 mmnominal size) and curing Rupees Three Thousand

21 1 complete excluding cost of formwork in 3084.89 Eighty Four And Paise Eighty Cu.m

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse Rupees Three Thousand

22 1 sand : 4- graded stone aggregates 20 mm nominal size) and curing 3758.19 Seven Hundred Fifty Eight And Cu.m

complete excluding cost of formwork in Paise Nineteen Only

I/We am/are willing to carry out the work at _______% Above/Below. Percent (should be written in figure and words) of the estimated rate

Estimated amout Put to tender Rs. Estimated amout Put to tender Rs.

Deduct ______% below Rs. _________ Add ______% Above Rs. _________

In Words Rupees Only In Words Rupees

Note 1 : Rates quoted included with all drainage cleaning and jetting machinery with dewatering pump required to run 24 hours continuously without

Note 2 : All the columns in the Schedule should be filled in, in ink and the total of the entries in the last column should be struck by the Contractor

under his signature.

Note 3 : labour cess shall be paid by GUDA and 1 % amount shall be recovered from the contractors running bill.

Note 4 : All Testing Charges shall be born by Contractor.

Note 5 : The works of this schedule comprises of the supply of all machinery as required including the supply of all labour (including reliever to

ensure presence of specified type and no. of manpower per shift), materials, consumables , equipment, tools and tackles and comprehensive

operations and maintenance of the Drainage Network of GUDA during the Two Years of O & M from the date of work order.

Note : * Please strike out above or below, whichever is not applicable.

Executive Engineer

Signature of Contractor Gandhinagar Urban Development Authority

Company’s seal : Gandhinagar