EMPANELMENT OF CONTRACTOR FOR THE WORK OF INTERLOCKING PAVER BLOCK UNDER SWARNIM GRANT OF 70:20:10 SCHEME IN PRIVATE SOCIETY OF SOUTH ZONE

Name of Work :- EMPANELMENT OF CONTRACTOR FOR THE WORK OF INTERLOCKING

PAVER BLOCK UNDER SWARNIM GRANT OF 70:20:10 SCHEME IN PRIVATE SOCIETY OF

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 pits complete.

a central verge -kerb stone 13.20 Rmt

Dismantling tiled or stone floors laid in mortar including stacking of

b serviceable material and disposal of uservicalble material with all 47.25 Smt

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

d serviceable materials and disposal of unserviceable materials with 544.95 Cmt

all lead and lift (1) In cement mortar. (

Demolition including stacking of serviceable materials and disposal

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

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

2 base for road work including removing the excavated stuff and 205.35 Cmt

depositing on the road 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

3 any kind executed outside the road site. Rate also includes

spreading & levelling etc complete. Internal conveyance above

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

4 curing complete excluding cost of formwork in (A) Foundation and 2976.00 Cmt

Plinth (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST)

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

sand : 8- hand broken stone aggregates 40 mm nominal size) and

5 curing complete excluding cost of formwork in (A) Foundation and 2653.67 Cmt

Plinth (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST)

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

Coarse sand : 10- hand broken stone aggregates 40 mm nominal

6 size) and curing complete excluding cost of formwork in (A) 2492.51 Cmt.

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-

7 base / base course on well prepared surface and compacting with 2010.00 Cum

vibratory roller to achieve the desired density as per Codal

Production & Supply of WMM

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality aggragate

of 20 mm nominal size for footpath, parking areas, service lanes

and other areas as mentioned in the drawing / instruction of

engineer in charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required grading and

specification. The paver block shall be mechanically compacted.

8 The work of paving blocks shall be executed in line and level by 501.60 Smt

skill mason of flooring work only. It should be laid in such a way

that the no cutting of the paver block to be necessary. if cutting of

paver block necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall have

resonably good, plain finished. Paver blocks shall be compacted

and shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms thick sand

Leveling or orientation of existing Gully Trap chamber

9 incl.nece.masonry in CM (1:6) and plaster in CM (1:3) etc. using old 71.43 No.

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

10 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

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

12 bedding as per requirement to fix the Nibhada stone in Line & 236.60 Smt

Level with cement pointing in cement mortar 1:2 etc complete as

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

13 600mm x 600mm clear opening etc. comp.. As directed by 1377.64 No.

engineer in charge.

Manufacturing, Testing, Supplying, Loading, Transporting To

Work Site, Unloading, Lowering In Trenches, Laying And

14 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),

15 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/ 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

17 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

18 C.M. 1:3 and fixing C.I. steps and removing existing chamber sheet 396.00 No.

cover, removing the debris from chamber and carting the same as

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

19 finishing smooth, watering and protecting for 7 days etc. complete 746.59 No.

as directed. M.H. seat cover will be supplied byA.M.C.(from any

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

removing damaged brick work and repairing by brick masonry in

20 C.M. 1:5 and plaster in 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 200910)

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. Directed.

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 3354.74 SET

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 theedges of frame. FRC E.H.D.-35 manhole cover & frame

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

b clearopening, The dimension of frame and cover as per mentioned 1720.44 SET

in Amend No.1 to IS 12592 : 2002 table

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

c opening, The dimension of frame and cover as per mentioned in 1255.52 SET

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

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

d mm nclear opening, The dimension of frame and cover as per 2254.98 SET

mentioned in Amend No.1 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

b the upper periphery of frame 25x3mm wide MS flat should be well 894.44 No.

embded in concrete to protect the edges of frame.

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

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

covers & Frames – 560 mm clear opening ,The dimension of frame

and cover as per mentioned in Amend No.1 to IS 12592:2002 table

23 Providing and fixing Name Plate of MLA (If any MLA budget used in 350.00 No