Retrofitting & renovation work of Labhor Pump Room & Talod Pump Room at Labhor Main Headwork. Tal. Dahegam, Dist : Gandhinagar

Name of work: Retrofitting & renovation work of Labhor Pump Room & Talod Pump Room

at Labhor Main Headwork "

Schedule showing the materials to be supplied to the Contractor for the work and the rate at which

they are to be charged for the work of " Providing, Supplying, Lowering & Laying and ancillary

work of 355.6 mm dia. MS pipe line for Labhor Section and 406.4 mm dia. MS pipe line for

Jalundra Section (old line damaged by Flood in Aug-2024) in Meshwo river.

Sr.No. Particulars Rate / Unit Place of Delivery

[1] Contractor shall have to buy & bring ordinary Portland Cement as per I.S. 12269 - 1967 or its

latest revision with I S I Mark from open market and produce the bill of purchase along with

necessary test certificate at the time of claiming Running Account Bills. The Cement shall be

testedin the Departmental Laboratory at the cost of the Contractor whenever instructed by

Engineer-in-charge. No extra cost should be claimed by the Contractor for the same

[2] All materials except shown in Schedule-"A" and required for the work shall be provided by the

[3] The Contractor shall arrange lifting and carting of materials from Departmental Store to site of

work which includes loading, unloading and proper stacking of materials

[4] The Contractor has to provide safe store before taking delivery of materials.

[5] The materials not shown in Schedule-"A" will be issued at issue rate or market rate which is on

higher side if the same is available with the Departmental and if found in the interest of work.

[6] Any material remaining un-used at the time of completion of work or termination of contract shall

be returned to departmental store in perfectly good condition at Contractor's cost. When

materials are supplied free of cost for use in work and surplus and unaccounted balance thereof

are not returned to the Department. Recovery in respect of such balances will be affected at

double the applicable issue rate of the material or the market rate whichever is higher.

Signature of Contractor Deputy Executive engineer Executive Engineer,

P.H. Sani Sub Division,

Dehgam P.H.Works Division

Volume 3- Preamble Price Bid Retrofitting at Labhor HW

SUMMARY (SCHEDULE - B)

Name of the Work :- " Providing, Supplying, Lowering & Laying and ancillary work

of 355.6 mm dia. MS pipe line for Labhor Section and 406.4 mm dia. MS pipe line

for Jalundra Section (old line damaged by Flood in Aug-2024) in Meshwo river."

Sr. No Description Upto 2 decimal

3 Rebate on above tendered amount (if any) …………. %

4 Net amount considering rebate (3-4)

Volume 3- Preamble Price Bid Retrofitting at Labhor HW

ITEM QTY Unit Rate AMOUNT

Demolition including stacking of serviceable

1 materilas and disposal of unserviceable materials 2.94 cum.

with all lead and lift. (i) R.C.C. work

Providing and fixing mild steel dowel bars of

dia. for anchoring by drilling holes in foundation

2 strata 164.10 Rmt

including necessary bending, hooking of dowel

bars and grouting the holes complete as per

detailed drawing and as directed.

C.C. M-25 Control concrete for water retaining

Providing and cast in situ C.C. in grade M-25

proportions of ingredients as per mix design by

weigh batching using granite, quartzite trap metal

of size 12 mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering formwork, needle -

vibrated consolidation, curing and hydraulic testing

etc. complete (excluding cost of reinforcement)

with centering and shuttering/deshuttering etc.

comp. up to 6 meter height /depth Av. G.L.for all

water retaining structures

2. Bottom slab or floor slab – without shuttering

Steel /Reinforcement bars

Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per

5 ISS 2502 including cost of steel and binding wire -

for reservoirs/structures only including lift up to

meter height or depth below G.L. for all diameters

Do – deformed (TMT) bars confirming to relevant

IS Fe – 500 grade for all diameters. 3.81 MT

P.C.C. M-10 levelling Course

Providing and casting in situ mass cement

concrete in grade M-10 (approx. corresp. to prop.

6 1:3:6) using granite quartzite trap metal of size 12 60.84 cum.

mm to 25 mm incl. consolidation curing etc.

2.2 Without Forms Work

Finishing wall with water proofing cement paint of

on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape

even shade after thoroughly brushing the surface

to remove all dirt and remains of loose powered

Volume 3- Preamble Price Bid Retrofitting at Labhor HW

Providing and laying broken chine mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of

glazed tiles to be laid over cement mortar 1:3 to plain

8 or slope and to be tempered to bring mortar creme 1482.62 sqm

out upto surface using white cement including

rounding off junctions and extending them upto

cm along the wall,clearing with water and oxalic acid

etc. as directed.

Cement Plaster (20 mm thick)

A) Cement plaster 20 mm thick in C.M. 1:2 using

9 water proofing compound of approved quality 753.20 Sqm

including finishing etc. complete.

Removing and scraping of old deteriorated

plaster of any thickness fromm wall / R.C.C

10 member including stacking of serviceable 645.60 Sqm

material and disposal of unserviceable from site

of work with all lead and lift

Providing and laying polished Kota stone slab

flooring over 20mm (Average) thick base of

cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid

over and jointed with grey cement slurry mixed

with pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25mm

Dismentaling tiled of stone floors laid in mortar

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

Providing and fixing window having extruded

aluminumColour anodized section frame main

outer size 95mm x24mm x 1.17mm @ wt.of

Kg/mt , horizontal Threetrack member size 92mm

x 31.75mm x 1.30mm,@ Wt.1.07Kg/mt , vertical

member of size 92mm x 31.75mm x 1.50mm @

Wt. 1.06 Kg/mt with sliding shutters of horizontal

member size 40 mmx18mm x1.29mm @ wt.of

0.456 Kg/mt, vertical member of size 40mm x

18mm x 1.29 mm @ wt.of 0.456Kg/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

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

14 architraves, holdfasts and other attachment etc. 20.00 Each

complete and stacking them within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

Providing and fixing 35 mm thick shutters for

Doors, windows and clear story windows

15 including anodised alluminium butt hinges with 4.00 sqm

necessary screws. (A) Indian Teak Wood(iii)

Partly panelled and partly glazed.

Volume 3- Preamble Price Bid Retrofitting at Labhor HW

Providing and fixing rolling shutters of approved

make made of 80 mm wide M.S. laths inter-

locked together through their entire length and

jointed together at the ends by end locks

mounted on specially designed pipe shaft with

bracket plates, guide channels and arragements

for inside and outside locking with push-pull

operation including the cost of hood cover and

spring etc. complete.(A) Shutters having width

Providing and fixing hard drawn steel wire fabric

75mm x 25mm mesh or weight not less than

kg. per Sq.M. to window frames etc. including 60

x 20mm beading of teak wood.

18 providing fabricating and fixing /installing mild steel 80.00 kg

gates of size as per design with operating handle

etc.for by pass arrangement

Providing and fixing at site of work M. S. iron

19 ladder with Rly. freight, loading, unloading, 100.00 kg

carting & all taxes etc. comp as directed including

paints 2 coats etc comp.

Filter Media-Sand for Rapid Sand Filter Bed

removing of filter media & under drin system &

Providing & Supplying the filter sand of specified

effective size (0.45 to 0.70 mm) and uniformly

coefficent (not more than 1.7 nor less than 1.3) 10,07,621.00

and laying over gravel support conforming to IS

8491 (i)-77 in filter bed of required depth as per

design and drawing inclusive of all lead.