EMPANELMENT OF CONTRACTOR FOR THE WORK OF RCC ROAD UNDER SWARNIM GRANT OF 70:20:10 SCHEME IN PRIVATE SOCIETY OF SOUTH ZONE

Name of Work :- EMPANELMENT OF CONTRACTOR FOR THE WORK OF RCC ROAD UNDER

SWARNIM GRANT OF 70:20:10 SCHEME IN PRIVATE SOCIETY OF SOUTH ZONE

Item Description Per

Dismantling the following including loading, unloading and disposal of

unserviceable material for all lead or as directed by Engineer-In-Charge and

stacking the serviceable material and backfilling the resulting trenches and

a central verge -kerb stone 13.20 Rmt

Dismantling tiled or stone floors laid in mortar including stacking of

serviceable material and disposal of uservicalble material with all lead and lifts.

Demolition & disposal of unservisable material with all lead and lift for

unreinforeced concrete.

Demolition of brick work & stone masonry including stacking of serviceable

d materials and disposal of unserviceable materials with all lead and lift (1) In 544.95 Cmt

cement mortar. (

Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift. (I) R.C.C work.

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

pavement / RCC of thickness up to 0.20 meter including demolishing the

asphalt carpet, metal,s oiling/cutting Reinforcement etc.comp. with stacking

the material as directed.

a up to 0.20 meter thickness (By Manual) 71.10 Smt

0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, & transportation etc complete.

Box cutting the road surface to proper slope & amber for making a base for

3 road work including removing the excavated stuff and depositing on the road 205.35 Cmt

side slope as direted up to 200 Mt. lead.

Conveyance charge of earth, lime, murrum, building rubbish, manure,

garbage, sludge, excavated rock, fly ash, aggregates of any kind executed

outside the road site. Rate also includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within the work site is not payable.

a Lead From 4 Km to 5 Km. 52.42 Cmt

b Lead From 5 Km to 10 Km. 78.54 Cmt

c Lead From 10 Km to 15 Km. 104.65 Cmt

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

hand broken stone aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (SOR BUILDING

WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

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

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

excluding cost of formwork in (A) Foundation and Plinth (SOR BUILDING

WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10-

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

excluding cost of formwork in (A) Foundation and Plinth (SOR BUILDING

WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper to site,

laying in uniform layers in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density as per

Codal Provision.

Production & Supply of WMM

Supplying, fabricating and placing in position reinforcement TMT bars Fe-

500, yield stress not less than 500 N/mm2 bars confirming to IS-

reinforcement for RCC structure / items as per design including

transporting steel to the work site, handling wastage, decoiling, cutting,

bending, cranking, fabricating to required shape, placing in position,

binding with 18 guage (1.22 mm) GI wires, welding if necessary by using

9 approved welding rods etc. for all levels, all place, all height as per 75.46 K.G

drawing etc. complete as directed by the engineer-in-charge. The

quoted rate should be inclusive the cost of binding wire, chairs, pins,

brackets and the same will not be measured and paid separately.

(Rolling margin's and wastage shall not be paid.) Measurement shall be made

on the length basis and convert into weight by using standard co- efficient.

SOR 23-24 IT CD NO :05014C

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

10 removal of the same for in situ reinforced concrete and plain concrete work 171.68 SMT

in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. (SOR

BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

Providing and laying in position Ready Mixed M- 200 grade concrete for

reinforced cement conctere work , using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

SOR 23-24 IT CD NO :

P/A Tremix with dewartering machine and floater machine on constructed CC

work for finishing the surface as per requirement. The rate including all

machinaries, labor, loading, unloading, transportaion etc complete as per

direction given by engineer in charge.

Making 15 mm. Groove in RCC work on road & filling it with polysulfied selant

& finished ot good incl. all labour charges etc. comp.as directed.

Leveling or orientation of existing Gully Trap chamber incl.nece.masonry in

CM (1:6) and plaster in CM (1:3) etc. using old GT stone and cover etc.comp.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for

Footpath in M-20 grade using 20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped with vibratory system for kerb

stones of approved design including curing, etc. complete, including the cost

of formwork etc. complete. The rate shall also include necessary cutting of

asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding

with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the

sides of the kerb stone fixed with Bituminous concrete mixed in proper

position as directed by Engineer in change to form a portable mixture. In any

case Gravel or such type of materials shall not be allowed for production.

a a) Laying on 5 cm thick Sand Bedding 350.89 RMT

Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb having

size of 75 x 300 x 300 mm depth and as per design conveying it to the site,

jointing into C:M 1:3 and racking out the joints incl. necessary excavation of

asphalt, soil etc..completed.

Supplying & Fixing Nimbhada ladi 37 to 50 mm thick for walk way covering

the activity of excavation, ramming, laying on sand bedding as per

requirement to fix the Nibhada stone in Line & Level with cement pointing in

cement mortar 1:2 etc complete as directed.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x

600mm clear opening etc. comp.. As directed by engineer in charge.

Manufacturing, Testing, Supplying, Loading, Transporting To

Work Site, Unloading, Lowering In Trenches, Laying And

19 Jointing R.C.C.,Np-3 Class Pipes With socket and spigot joints

as per IS 458-2003 Including EPDM Rubber ring as per IS

5382-1985 etc.comp. As Directed by engineering in charge.

a 300 mm dia 888.37 Rmt

b 450 mm dia 1539.32 Rmt

Constructing Chamber of following size including excavation, refilling, BBCC

(1:5:10) for foundation, C.C. Channel (1:2:4), finished 15 mm thick cement

plaster inside in CM 1:3, finishing with cement slurry, Brick masonary in CM

1:5 & excluding the cost of chamber seat cover 21 etc..completed.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.90meter for pipe dia <=150 mm.

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90meter

for pipe dia <=20 mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter

for pipe dia <=20 mm

Providing & Fixing P.V.C. pipes (SCH-80) of Prince/Supreme/ Jain/Astral/Tulsi/

21 Finolex make for water supply line at all floor levels incl. fixtures like bends,

tees, shoe etc joined with resin of approved brand & manufacture etc. comp.

a (A) 25 mm Dia 135.00 Rmt

b (B) 40 mm Dia 205.00 Rmt

c (C) 15 mm Dia 79.00 Rmt

Providing And Jointing Stoneware Pipes Incl. Excavation Up to

2 Mt. Refilling, Transporting Pipes To Work Site,

Unloading, Lowering In Trench, jointing material Such As

22 Cement, sand, Hemp Bitumen As Directed, Incl. Watering The

Trenches Spreading And Carting away Of Surplus material as

directed by engineer in charge.

a 100 mm dia 165.52 Rmt

b 150 mm dia 242.98 Rmt

c 200 mm dia 308.00 Rmt

d 230 mm dia 400.54 Rmt

Repairing damaged I.C./ Raising removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and removing existing chamber sheet cover, removing the debris from

chamber and carting the same as directed.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete as directed. M.H. seat

cover will be supplied byA.M.C.(from any store)

Repairing damaged M.H. and rasing M.H. up to road level incl. removing

damaged brick work and repairing by brick masonry in C.M. 1:5 and plaster in

25 C.M. 1:3 and fixing C.I. steps and existing MH sheet cover, removing the

debris from MH and carting the same as directed. (Based on Drainage SOR

a (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

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

a & should be fitted with plastic cups. Frame : 560 mm ø clear opening,outer 3354.74 SET

size- 888x888x175 mm. On the upper periphery of frame 25 x 3mm wide MS

flat should be well embed in concrete to protect theedges of frame. FRC

E.H.D.-35 manhole cover & frame described as

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clearopening, The

b dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 1720.44 SET

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening,

c The dimension of frame and cover as per mentioned in Amend No.1 to IS 1255.52 SET

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm nclear

d opening, The dimension of frame and cover as per mentioned in Amend No.1 2254.98 SET

to IS 12592 : 2002 table

Grating(Jali): 690x690x70mm square jali, 5:00 MT load design, 70x2mm MS

flat allaround,

Frame: 600x600mm clear opening, outer size-800x800x120 mm.On the upper

b periphery of frame 25x3mm wide MS flat should be well embded in concrete 894.44 No.

to protect the edges of frame.

FRC Strom Water Grating Cover (Jali) & frame described as above. Refer

(SET Cover and frame)F.R.C Heavy Duty (HD-20) Machinehole covers &

d Frames – 560 mm clear opening ,The dimension of frame and cover as per 3255.62 Set

mentioned in Amend No.1 to IS 12592:2002 table

28 Providing and fixing Name Plate of MLA (If any MLA budget used in work) 350.00 No