Construction of New T.P. Road, Regrade and Resurface Work of Different category T.P. Roads in (Section-6) shela sanathal manipur godhavi etc area of Ahmedabad Urban Development Authority. (RW NO 05/2026-27)

Name of Work:- Construction of New T.P. Road, Regrade and Resurface Work of Different category T.P. Roads

in (Section-6) shela sanathal manipur godhavi etc area of Ahmedabad Urban Development Authority.(RW NO

Qty Item Description Unit Amount

1 26.00 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, 28393.04 Hect.

sapling and trees girth upto 300mm removal of stumps of trees cutearlier and disposal of

unserviceable materials (C) By mechanical means in area of light jungle

2 69070.00 Loosening of soils by meachanical means including rolling and watering with power roller and 4.19 Smt

filling depressions which occur during process etc.comp as directed.

3 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 144.00 central verge -kerb stone 44.93 Rmt

b 190.00 Dismantling tiled or stone floors laid in mortar including stacking of serviceable material and 47.72 Smt

disposal of uservicalble material with all lead and lifts

c 95.00 Demolition & disposal of unservisable material with all lead and lift for unreinforeced concrete. 609.26 Cmt

d 95.00 Demolition of brick work & stone masonry including stacking of serviceable materials and 550.40 Cmt

disposal of unserviceable materials with all lead and lift (1) In cement mortar.

e 95.00 Demolition including stacking of serviceable materials and disposal of unserviceable materials 1057.85 Cmt

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

4 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 930.22 up to 0.20 meter thickness 71.81 Smt

b 285.00 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including cost of 179.54 Smt

operator, fuel, & transportation etc complete.

c 285.00 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine including cost 314.19 Smt

of operator, fuel, & transportation etc complete.

5 500.00 Providing and erecting 2.00 metre high temporary barricading at site; made of precated sheet/ 1064.54 Rmt

MS panel with required MS fabrication work with required civil work. Suitable arrangement

shall be made to fix the barricading to avoid from overturning by suitable arrangement.

Stability of baricadding shall be responsibility of contractor. The work shall be executed as per

drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for

traffic diversion such as traffic signals during construction at site for day and night, glow lamps,

reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The

barricading provided shall be retained in position at site continuously i/c shifting of barricading

from one location to another location as many times as required during the execution of the

entire work till its completion.

6 43650.00 Box cutting the road surface to proper slope and camber for making a base for road work 207.40 Cmt

including removing the excavated stuff and depositing on the road side slope or dispose as

7 122036.25 Earthwork for embankment including breaking clods, dressing with all lead and lift and 169.44 Cmt

including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the processusing power roller

8 4650.00 Construction of granular sub base for hard side shoulders by providing coarse graded quarry 1063.09 Cmt

spall material, spreading in uniform layers on prepared surface, mixing by mechanical means

and placing with rotavator at OMC and compacting with vibratory roller to achieve the desired

density complete as per Clause 400.1 grade-I.

9 16964.00 Construction of Grannular sub base(GSB-I) by providing coarse graded material using B.T 1575.60 Cmt

Metal 26.5mm to 9.5 mm @ 30 % ,9.5mm to 4.75mm 25% & Coarse sand 45 % in uniform

layer with motor grader on prepared surface mixing by mix in place method with vibratory

roller to achive the desired density complete as per close

10 21205.00 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 1679.63 Cmt

specification including premixing the Material with water at OMC in mechanical mix plant

carriage of mixed Material 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.(Compacted 250 mm thick in Two layer of 125 mm each)

Qty Item Description Unit Amount

11 84820.00 Providing & applying evenly priming coat with bitumen Emulsion (SS1) on prepared surface of 62.31 Smt

granular base including cleaning of road surface and sparying primer at the rate of

Kg. / 10 Smt using mechanical means.

12 7500.00 Providing and applying tack coat with VG-40 Grade bitumen using bitumen pressure 9.84 Smt

distributor at the rate of 0.20 kg/sqm on the existing bituminous surface cleaned with Air

13 25570.00 Providing and laying Dense Graded Bituminous Macadam in Single layer using BT stone chips 4827.99 MT

as per MoRTH gradation and specification with Bitumen Grade (VG 40) for mixing @ 45.00 Kg

/MT of total Wt. of mix i.e (4.50 % of total weight mix) including rolling & consolidation with 10-

12 tonne vibratory roller & providing all materials equipment's tools & plants, fire wood, oil

kerossene, labour charges, using contractor's own machinery etc Complete as directed by

engineer in charge as per MoRTH Specification

14 12790.00 Providing and laying compacted Bituminous concrete using BT aggregate as per MORTH 5540.86 MT

gradation ,specification and asphalt Grade VG 40 mixing @54.00 Kg /MT of total Wt. of mix

i.e. (5.40% of total weight mix) including rolling & consolidation with 10-12 tonne vibratory

roller & providing all materials equipment's tools & plants, fire wood, oil , kerossene,labour

charges , using contractor's own machinery etc Complete as directed by engineer in charge as

per MoRTH Specification

15 125320.00 Providing and laying Asphalt painting as wearing course using bitumen VG-40 (40/60) @ rate 58.08 Smt

of 5.0Kg./10 sq.m. and stone dust 0.1 Cum/10 Sqm of road surface etc. complete as per

Technical Specifications.

16 500.00 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / Fair 1072.23 Rmt

finish / texture finish kerb stones of approved make as per approved sample of any size and

any type. Kerbs shall be fixed on the foundation prepared as per approved design. The rate

shall also include for erecting and fixing the pieces in position for complete kerb system with

chamfered type of kerbs including necessary accessories of kerb like radius kerb, angles and

quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost of excavation, cutting , base , side filling shall

includes as directed engineer - incharge in above item description as per BOQ (a) 450 mm high

17 500.00 Providing and fixing pre-cast rubber Dye inter locking concrete block 60 mm thick with grade 619.20 Smt

of concrete M200 pnunamatic compressed by mechanically pressed and as per approved

design including 75 mm sand layer for levelling and filling the joint with sand in proper line and

level etc.comp.

18 500.00 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge in M-20 436.28 Rmt

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.

19 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) 500.00 a) Laying on 5 cm thick Sand Bedding 354.40 Rmt

20 40.00 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Hand broken stone 3005.76 Cmt

aggregates 40mm nominal size) and curing complete

21 9500.00 Painting With enamal paint(Two Coat) including priming coat on new surface with ,brushing 122.49 Smt

,interior to give even shade including cleaning the surface an even shade including cleaning the

surface of all dirt, dust and other foreign matter

22 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 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.

Qty Item Description Unit Amount

a 75.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 Nos.

b 50.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 Nos.

c 50.00 (C) up to 0.65 mt. (@ Seven Coarse) 1785.68 Nos.

d 50.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 Nos.

23 10.00 Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick 399.96 Nos.

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet

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

24 50.00 Raising of Existing manhole. Item includes, cutting of existing road surround by Manhole by 6883.47 NOS.

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 fibre

reinforced thixotropic repair mortar material, Laying of concrete made from special bonding

chemical flowable micro concrete material in desired thickness and laying of hot mix

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

mm thickness on raised brickwork.

25 Supplying and fixing reinfored concrete heavy duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991 specification including setting and jointing the pipes in

CM. 1:2 watering and laying (To level or slope) of class NP3 of following internal daimeters.

A 100.00 Class NP 3 of 300 mm dia. 649.92 Rmt

B 50.00 Class NP 3 of 600 mm dia. 1952.00 Rmt

C 50.00 Class NP 3 of 900 mm dia. 3446.50 Rmt

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

a 19.00 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm thick 1555.40 Set

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 : 560 mm ø clear opening, outer

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

b 19.00 FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm rectangular cover frame 999.90 Set

size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm (MD-10)

27 38.00 Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match 754.06 No.

exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days

etc. complete as directed.

28 250.00 Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing EHD-35 71.81 per

FRC MH cover, rate also incl. loading, unloading and fixing the frame in line and level to match Kg

exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days

etc. complete as per instruction by engg. in charge.

29 38.00 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including 3141.91 No.

excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with

mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3) with out jali etc. comp. as directed.

30 38.00 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening etc. comp.. 3210.36 No.

As directed by engineer in charge.

31 300.00 Providing and supplying JCB machine on rental basis in case of emergency situation and 718.98 Hour

breakdown type work and also during unavoidable condition as per instruction of engg.

Incharge, rate includes all nece. Shifting, fuel and operating charges and stacking of useful and

non useful materials separately up to store.(No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying work)

Qty Item Description Unit Amount

32 19.00 To provide tractor with hydraulic trolley, driver with fuel, to carry out different works during 1677.63 Shift

day / night for Hrs. shift. Work shall be carried out as per the instructions of engineer in-

charge. No extra charged shall be paid for night shift.

33 95.00 Excavation for Foundation upto 3.0m depth including sorting out and stacking of useful 174.23 Cmt

materials and disposing off the exavated stuff up to 50 meter lead (A)Dense or hard Soil.

34 19.00 Providing and laying cement concrete 1:4:8 (1 Cement : 4 Coarse sand : 8 hand broken stone 2680.21 Cmt

aggregate 40mm nominal size) and Curing complete excluding cost of formwork in (A)

Foundation and plinth (up to 10 ton)

35 19.00 Providing and Casting in situ ordinary cement concrete M200 for R.C.C. Raft and cutt off walls 4529.01 Cmt

including necessary shuttering laying,vibrating,ramming and curing complete.(B) Walls, fom

top of foundation level upto floor two level (upto 10ton).

36 1000.00 Providing TMT Bar FE 500 D reinforcement for RCC work including bending, binding and facing 76.21 kg

in position complete upto floor two level (upto 10ton)

37 500.00 Providing Loam or Clay soil of approval quality on site. 147.86 Cmt

38 500.00 Labour for spreding and mixing loam or clay soil or river silt evenly over excavated area and 76.22 Cmt

levelling the same after clods etc. (rate for one Cu.m of soil)

39 3640.00 Road marking with hot applied thermoplastic paints with reflectrorising glass beds on bitumin 367.72 Smt

surface providing and laying hot applied thermoplastic compound 2.5 mm thick including

reflectorsing glass beds 250 gms as per IRC :35 2015. The finished surface to be level uniform

and free from streak and holes. zebra patta/bumps patta lane/center line /edge line cut patta .

The white colour marking should provide limance coffecient on cement road shall be min

mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux during the service life during the

day time. The marking should be meet the performanc ecriteria for night time

reflectivity,wetreflectivity and skid resistance as mentioned in section 15 of IRC35-2015

40 55566.00 Cat Eye: Supplying raised pavemen markers of polycarbonate and ABS moulded body and 217.40 Nos

reflective panels with micro prismatic lens 9no glass beds lens) capable of providing total

internal reflection of the light entering the lens face and shall support a load of 13635 kgs

tested in accordance witth ASTM D4280 type H and complying to specification of category A of

the morth circular no RW/NH/33023/10-97-DO III dt 11.6.1997. The height width and length

shall not exceed 20 mm 130 mm and 130 mm and minimum reflective area of 13 sqcm.on each

side and slope to the base shall be 35+/-5 degree. The body of the marker should havind grip

of easy and accurate placement and application with apoxay/bituminous adhesive as

recommnded by manufacture of the marker. The colour of the marker should be as per IRC35-

2015 and as directed by engg incharge.

41 10.00 Providing and fixing Swiss type bollard made out of 1.5mm CRC sheet ,height 140cms,bottom 4242.00 Nos.

dia 23cm,top dia 12cm with direction plate of 30 cm dia fabricated necessary anchors as

directed and also provide through out lengh pipe of 25 NB for the strenthing of bollard and

reflectorised Micro Prismatic Grade Sheet (Type XI)and three yellow strip 6 Inches wide of

Type XI Retro reflective Sheeting, fixing with P.C.C M25 grade concrete(Foundation size

42 5.00 Direction Sign (Junction Board): Providing and fixing boards made out of 2mm alluminium 21287.51 Nos

sheet size 244 x 122 cms. Rectangle as per design of IRC - 67 - 1977. Pretreated with

phoshpheting process and acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications ; Letters and numerals should be as per IRC-30-1968; 3.1m long ( 2 nos. ) Stand

post and frame fabricated from suitable size iron angle of 50x 50 x 5mm, & 75 x 75 x 6 cms. as

required; painted with best quality epoxy coatings in black and white bends. The details of

symbol or inscription / numerals for each board shall be as per the instructions of Engineer in

charge. The fixing at site shall be in1:2:4 C.C. block of size 45 x 45 x 60 cms. for each leg

including excavation, curing complete under the supervision of Engineer-in-charge. (B) High

intensity grade.

43 15.00 Providing & fixing Village / Bump Ahead Sign boards made out of 2 mm aluminum sheet, size 6397.43 Nos

90 x 60 cms. Rectangle as per the design of IRC 67-1977. Pretreated with phoshpheting

process and acid etching; with one coat of epoxy primer and tow coats of best quality epoxy

paint refectories with reflective sheeting as per latest M.O.S.T. Specification latter and

numbers should be as per IRC-30 1968 3.1 m long (2 Nos) stand post and frame fabricated

from suitable size iron angle 50 x 50 x 5 mm, as required painted with best quality epoxy

coating in black and white bends. The details of symbol for board shall be as per the

instruction of Engineer in charge. The fixing at site shall be in 1:2:4 C.C. blocks of size 45 x 45 x

60 cms. For each leg. Including excavation curing etc. complete under the supervision Engineer-

in-charge.(B) High intensity grade.

Qty Item Description Unit Amount

44 15.00 Supplying And Fixing Jumbo bollard swiss type Made out of 1.5 cm crc sheet height 188 cms. 7344.72 Nos

Bottom dia 30 cms. Top dia 18cm. With direction plate of 45cm dia. Fabricated as per attached

drawing, pre treated with phospheting process painted with apoxy coating reflectorised with

retro reflective sheetings specified by M.O.R.T & H.'s latest specification. (B) High Intensity

45 20.00 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium 3540.12 Nos

sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with

phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white

bends. the details of symbol for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of engineer in charge.(B)High

Intensity Grade

46 20.00 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; 3906.19 Nos

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle

of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each

leg. Including excavation, curing etc.complete under the supervision of engineer in charge.(B)

High Intensity Grade

47 3.00 Four/Two lane Ahead sign :-Providing & Fixing sign boards made out of 2mm aluminium sheet, 17946.02 Nos

size 120 x 120 cms square plus 120 x 60cms additional plate as per the attached drawing pre

treated with phosphetingg process & acid etching. coated with one coat of epoxy primer and

two coats of best quality epoxy paint reflectorised with retro sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per IRC-30-1968,3.1m long (2No) stand post

and frame fabricated either from iron angle of 50x50x5mm, 75x75x6mm as required, painted

with best quality epoxy coating in black and white bends The fixing at site shall be in 1:2:4 CC

block of size 45 x 45x 60cms for each leg, including excavation curing etc. complete under the

supervision of engineer in charge.(B)High Intensity Grade

48 16.00 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 3990.64 Nos

80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy

paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand post and frame fabricated from suitable size iron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best quality epoxy coatings in black and white

bends. the details of symbol for each board shall details of symbol for each board shall be as

per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size

x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of

engineer in charge.(B) High Intensity Grade

49 20.00 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 3518.69 Nos

90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x

35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(B)High Intensity Grade

50 5.00 Give Way Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 3906.19 Nos

90 x 90cms. equilateral triangle (inverted) as as per the design of IRC-67-1977 pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white

bends. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of engineer in charge.(B)High

Intensity Grade

51 Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as approved by Engineer-in-charge.

Qty Item Description Unit Amount

52 Providing and supplying, lowering, laying and jointing ISI mark only standard length stoneware

pipes of following class and diameter including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. compl.

a 50.00 100 mm dia 185.66 Rmt

b 50.00 150 mm dia 256.05 Rmt

c 50.00 250 mm dia 510.05 Rmt

53 DI to PVC connection

Making/ Repairing Connection work for the following dia. PVC pipe

a 25.00 50 mm dia 956.47 Nos.

b 25.00 75 mm dia 1143.32 Nos.

c 25.00 90 mm dia 2883.55 Nos.

54 10.00 Demarcation of Road alignment in consultation with AUDA as instructed by engineer in charge. 20000.02 Km

55 29078.34 Earthwork in cutting in all sorts of soil and soft murrum including conveying and spreading the 127.74 Cmt

stuff, embankment as and where directed from the end of the cutting with all required lead

56 2250.00 Providing & laying Boulder 300 mm compacted thickness in uniform layer by using Boulders 1396.83 Cmt

250 mm to 300mm @ 70% , screening Material Caurse Sand @ 30% including spreading,

watering & consolidation by vibratory roller etc complete and as directed by Engineer in

57 18750.00 Scarifying/Milling - Road surface Milling the existing bituminous pavement up to a depth of 99.99 smt

100 mm by milling machine in a single utting depth to make a uniform surface without

disturbing the base, cleaning the milled surface as to avoid slippery including al other

incidential charges and other unforeseen charges etc. disposing of all materials for at non

objectionable place etc. complete as directed by Engineer-in-charge

58 1000.00 Pre cast concrete kerb for liner kerbing in plan Providing & fixing M25 grade of concrete 918.95 Rmt

precast exposed/ fare finish/texture finish kerb stones (manufactured on vacuum wet press

machine with hydraulic pressing of wet concrete mixture to a minimum of 400 tons with

simultaneous vacuuming, using ECO filters and developing texture finish) of Vyara or

equivalent make; as per sample approved of following sizes. Kerbs shall be fixed on the

foundation prepared of M15 grade concrete as of approved design including curing, formwork

etc. complete. The rate shall also include for erecting and fixing the pieces in position for

complete Kerb systems with Chamfered type of kerbs including necessary accessories of kerb

like Radius Kerbs, Angles and Quadrant Kerbs etc complete as per drawing. The rate shall also

include the flush pointing in CM (1:2) for all joints of the kerbstones. (Sample must be

approved). The contractor rate shall also include the cost of excavation, base PCC M15 grade

and finish good, curing, etc complete as directed by engineer in charge.

300mm(H)*125/150mm (W) kerb stone

Qty Item Description Unit Amount

59 1250.00 Precast Cement Concrete Paver Block - 60mm thick, M-40 Grade Providing and laying factory- 1279.67 Smt

made chamfered edge shot blasted/sand blasted finished, non-interlocking type, square/

rectangle shape paver blocks of approved make, any sizes, any shade, any pattern, any color

having 80 mm thickness and minimum M-40 grade, machine made, factory finished for

footpath, parking areas, service lanes and other similar areas as mentioned in the drawing

Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand below

paver block as per required grading and specification. The laid paver block shall be

mechanically compacted. The work of the paving blocks shall be executed in line and level. The

paver block shall be cut by mechanical means only, if required. Paver blocks shall be

compacted and shall be re-laid if necessary. The actual laid area shall be measured for

payment without any wastage. The Sample and mock-up shall be approved before execution.

damaged block shall not be used in laying. Sample and mock shall not be payable if rejected.

60 125.00 Providing and laying in positions machine mixed, machine batched Plain Cement Concrete 4626.00 Cmt

M15 grade as per drawing with graded machine mixed stone aggregate from 6mm to 20mm

including tamping, vibrating, leveling and curing with formwork & dewatering wherever

required including all materials, labours, plants, machineries & tools, all leads and lifts/ depth

etc. complete as per specification and as directed by Engineer in charge

61 187.50 CC Pavement - M 30 5354.01 Cmt

Providing and laying cement concrete pavement of mix M-30 with ready mixed concrete from

batching plant. The ready mixed concrete shall be laid and finished with vacuum dewatering

process and Power floater treatment in roads, pavements, platform, floors etc well

compacted, mechanically vibrated with screed vibrator, finished to required levels, floated

with neat cement and power trowelled to get desired smooth finish/ broom finish as per

design, over a levelling course, including casted in panel, MS channel or box shuttering, curing

etc as directed by Engineer. The Contraction joints to be formed at every 5m distance by

grooving with mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal joints shall be

made of 6mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown in the

drawing. LDPE sheet (min 125 gsm) shall be laid below pavement. The rate shall be inclusive of

labour, making the grooves, filing groves with approved sealant and backer rod, provision of

expansion joint, LDPE sheet and machinery cost etc complete and as directed by Engineer in

charge. Reinforcement if required shall be paid in relevant tender item. Mock up for concrete

pavement work (for brooming pattern and joints as per drawing) shall be prepared by

contractor and got approved from architects in all respect prior to mass execution works.

Architect reserves right to reject part or all work of sub standard or not in confirmation to

sample approved as per mock up.

62 500.00 Paver Block Providing and laying, Dished Channel specified thickness,size, grade of concrete 1036.23 Rmt

and colour machine made and blasting by automatic shot blasting machine and high density

of as per approved sample of approved make for suite drain besides paking area and other

areas as mentioned in the drawing. Including providing and laying 50 mm thick average

bedding layer of coarse sand below dished channel as per required grading and specification.

Laid dished channel shall be mechanically compacted. The work of the dished channel shall be

executed in line and level by skilled mason. Small size of dished channel with same

specification shall be used at residue or at end. If cutting of dished channel shall be required

than cut by machine only and laying to be done by skilled flooring mason. Actual laid area

shall be measured and paid without any wastage. (A) 600 mm X 300 mm X 100 mm thick M

grade Grey dished curved channel Make VYARA or Equivalent

Qty Item Description Unit Amount

63 50.00 transporting, hoisting and planting well grown species for trees of required height and species as per selection 1644.06 set =

given by Architect. Tree shall be planted in excavated pit/ tree pit with hume pipe of required size without 4 nos

damaging any primary roots. Rate shall be inclusive of supplying of tree, loading, transporting, unloading,

excavation for tree pit, disposal of any type of soil, planting by any means (manual/mechanical), watering,

pesticides, fertilizers, anti termite treatment, maintaining, replanting (if plant will be died) up till ground and

0.50 mt below ground) Eucalyptus/ Cedar stakes and tied to steam of planted tree with rubber tie/ patta of size

30mm x 10mm in twisted pattern as per drawing. Tree guard stack shall be painted with bituminous paint at

below ground portion puls 150mm above ground portion. Tree guard shall be installed vertically out side the

root ball properly so tree grown in upright position. Tree guard shall be maintained up to the tree become well

set and as directed by architect and Engineer-in-charge. After completion of maintenance period, tree guard

shall be property of Contractor.

maintenance period, pesticides etc. Pesticides (Neem cake or similar as specified and approved by Engineer-in-

charge) shall be used in recommended proportion. Rate shall be also inclusive of tripod type tree guard/tree

stakes be made out of 3 no 50mm dia and approximate 2.5 mt long

Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant

of same specification with out any extra cost. Cost of excavation or tree pit shall be paid in relevant tender item.

Tree varieties shall be as per proposed planting palleted.

Rate are inclusive of maintenance for period of 365 days from date of substantial handover.

1. At the time of procurement, Tree stock shall be container grown, or bur lapped with geo fabric and grown in

sandy beds as per technical specification.

2. Trees shall have a minimum girth as mentioned in the planting palleted.

3. The tree trunk shall be free of any damage caused by insect, fungal or viral infestation and free from any

physical damage or scarring.

4. The tree trunk shall be straight and vertical. There should not be any abrupt changes in girth of the trunk.

5. The form or shape of the crown shall be typical for the specimen of the species. The crown shall not be

significantly deformed by wind, pruning practices, pests or other factors.

6 Trees shall be single stemmed unless otherwise specified

Total Amount Rs.

Total Amount Rs.

Estimated Amount put to tender

Rupees Thirty-Three Crore Eighty-Four Lakh Fifty-Nine Thousand Six Hundred Sixty-Nine Rupees and Seventy-Three Paise Only

I/ We am/ are willing to carry out work at______________ % above / below of Estimated rates as mentioned.

Amount of my tender works out as under.

Estimated Amount put to tender Rs.

deduct / Add Rs.

Below / Above Rs.

Dated Signature of Contractor