PATCHWORK, REPAIRING & RESURFACING OF ASPHALT ROAD, C.C. ROAD & PAVER BLOCK ROAD DUE TO DAMAGED BY HEAVY RAINS IN VARIOUS AREAS OF RANAVAV FOR FY 202627, DIST. PORBANDAR (SECOND ATTEMPT)

Name of work : PATCHWORK, REPAIRING & RESURFACING OF ASPHALT ROAD, C.C. ROAD & PAVER BLOCK ROAD DUE

TO DAMAGED BY HEAVY RAINS IN VARIOUS AREAS OF RANAVAV FOR FY 202627, DIST. PORBANDAR

(SECOND ATTEMPT)

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

1 Box cutting the road surface to proper slope and camber

for making a base for road work including removing the Rupees One Hundred

excavated stuff and depositing on the road side slope as Fourteen and Forty Four

1.00 directed up to any lead 114.44 Paise cum

2 Demolition including stacking of serviceable materilas Rupees One Thousand One

and disposal of unserviceable materials with all lead and Hundred Thirty Three and

1.00 lift. (i) R.C.C. work 1133.89 Eighty Nine Paise cum

3 Filling in foundation and plinth with murrum or selected

soil in layers of 20 cm thickness including watering, Rupees Three Hundred Seven

1.00 ramming and consolidating etc. complete. 307.41 and Forty One Paise cum

4 Supplying of coarse sand for sub base including

conveying the materials at site of work including the

cost of materials, labours and consolidation and

watering etc. complete with an. Av. Lead of 23.00 Kms. Rupees Five Hundred Forty

1.00 548.43 Eight and Forty Three Paise cum

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

5 Providing and laying sub-base required by providing

course graded material grading-I 150 mm thick in two

layer using BTMC metal 53mm to 26.5mm @ 35%

aggregate, 26.5mm to 4.75mm @ 45% & stone dust @

20% (CBR not less than 30%) as per table 400-2 of

MORT&H Gradation including conveying the materials at

the site of work, mixing and spreading in to grade and

camber, watering and consolidation at OMC with

Rupees Nine Hundred Thirty

vibratory roller incl. the cost of materials labours etc.

1.00 939.13 Nine and Thirteen Paise cum

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

: 4-Coarse sand : 8-hand broken stone aggregates

Rupees Two Thousand Seven

mm nominal size) and curing complete excluding cost of

Hundred Ninety Two and Fifty

1.00 2792.52 Two Paise cum

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

3-Coarse sand: 6-hand broken stone 40mm nominal

Rupees Three Thousand One

size) and curing complete including cost of formwork.

Hundred Eighteen and Seven

1.00 3118.07 Paise cum

8 Providing and laying cement concrete 1:2:4 (1 Cement:

2 Coarse sand : 4 graded stone aggregates 20mm

Rupees Three Thousand Eight

nominal size) and curing complete excluding cost of

Hundred Forty Two and

1.00 3842.91 Ninety One Paise cum

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

9 Providing 250mm thick M-250 controlled cement

concrete road using trimix vacuum dewatering system

with providing and fixing & removing of "C" channel

having size as per required level slope and thickness of

concrete and leveling and finishing the concrete using

surface vibrator, power floater and trowel light brooming

on as directed. including making expansion joint of size

20 X 110 mm & filling the expansion joint using Coplar

200 as per manufactures specification by cutting of joint Rupees Four Thousand Three

using concrete cutter machine etc. complete Hundred Eighty Nine and

1.00 4389.90 Ninety Paise cum

10 Providing and casting in situ-controlled cement concrete

M-200 for average 150 mm thick wearing coat laid as

directed including tamping, vibrating, finishing, curing Rupees Five Thousand One

and filling in joints with bitumen complete. Hundred Twenty Eight and

1.00 5128.48 Forty Eight Paise cum

11 Providing and casting in situ-controlled cement concrete

M-150 for average 125 mm thick wearing coat laid as

directed including tamping, vibrating, finishing, curing Rupees Four Thousand Two

and filling in joints with bitumen complete. Hundred Forty Nine and

1.00 4249.80 Eighty Paise cum

12 Providing and laying 250 mm avg. thick wet mix

macadam (W.M.M.) using machine crushed black trap

aggregate as per MORT&H, the material with water OMC

in mechanically mix (pug mill) carriage of mix material

by contractors own tipper to site of work including

laying, spreading and compacting in sub base, base

course on well prepared under base of compacting as

per MORT&H Specification to achieve the desired density Rupees Seven Hundred

1.00 (Mechanically laid) 713.06 Thirteen and Six Paise cum

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

13 Providing and laying 50mm thick compacted bituminous

macadam using black crushed stone aggregate and filler

material as per gradation of M.O.R.T.&H. specification

including using catonic rapid setting emulsion for tack

coat at the rate of 4.00 kg/10 sqm., by mechanical

sprayer and bitumen of VG-30 (60-70) grade for mixing

at the rate of 34.00Kg/M.T. by weight of total mix

(i.e.3.4%) and mixing the aggregate and bitumen by

continuous batching drum mix plant and spreading the

same by paver finisher and consolidation by vibratory

roller including cost of all materials, fuel, labours, tools Rupees Three Thousand Eight

and plants, using contractor's own machineries. Hundred Nine and Seventy

1.00 3809.72 Two Paise M.T.

14 Providing and laying 25mm thick semi dence

bitumenous concrete using black crushed stone

aggregate and filler materials as per gradation of

M.O.R.T & H. specification including using catonic rapid

setting emulsion for tack coat at the rate of 4.00 kg/10

sqm., by mechanical sprayer and bitumen of 60-70

grade of mixing at the rate of 50.00 Kg/M.T. by weight

of total mix (i.e. 5.00%) and mixing the aggregate and

bitumen by continuous batching drum mix plant and

spreading the same by paver finisher and consolidatoin

by vibratory roller including cost of all materials, fuel, Rupees Four Thousand Nine

labours, tools and plants, using contractor's own Hundred Twenty Nine and

1.00 machineries. 4929.81 Eighty One Paise M.T.

15 Providing and laying asphalt painting (VG-30 grade) on

B.T surface using bulk asphalt @ 5.00 kg/10 Sqm &

spreading stone dust @ 0.03 cum/10 Sqm on painted

surface including cost of asphalt & stone dust & all Rupees Fifty Two and Fifty

1.00 labour work etc. complete. 52.52 Two Paise sqm

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

16 Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Rupees Seven Hundred Eight

1.00 Complete. 708.16 and Sixteen Paise sqm

17 Providing and fixing to wall ceiling and floor

Kg.F/Cm2 working pressure poluthene pipes of the

following outside Dia. Low densidy, complete with

special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor. (G) Rupees Three Hundred Thirty

1.00 110 mm 339.05 Nine and Five Paise Rmt

18 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy

traffic as per IS 458-1991 specifications including

setting the pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following internal Rupees Six Hundred Fifty

1.00 diameters. (i) 300mm dia. 659.99 Nine and Ninety Nine Paise Rmt

19 Providing and fixing in position FE 500D TMT bar

reinforcement including cutting, bending and tying Rupees Seventy Three

complete as per detailed drawings. (D) Wearing Coat. Thousand Two Hundred Forty

1.00 73243.02 Three and Two Paise M.T.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

20 Renovation of Manhole: Renovation of machine by

increasing the height at top including cost of excavation,

refitting of C.I. manhole frame and cover curing etc.

complete incl. all carting and providing of materials

which is required for the purpose (except manhole

frame and cover) For all type manhole by providing RCC

1:2:4 partition walls with required reinforcement 25cm

thick and circular opening with 500mm clear dia and Rupees Three Thousand

0.40 mt. average height. Three Hundred Six and

1.00 3306.74 Seventy Four Paise No.

21 Tracing of Old Manhole. All Type of Manhole (Circular

Chamber, House Chamber) Rupees One Thousand Two

Hundred Fourteen and Two

1.00 1214.02 Paise EA

22 Scarifying gravelled macadam or bitumen macadam

surface 6cm to 10cm. Depth including stacking useful

materials on road side and disposing off remaining stuff

Rupees Forty Three and Fifty

1.00 43.58 Eight Paise sqm

Signature of contractor Chief Officer

RANAVAV NAGARPALIKA

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated but in Figure in Words according to

may be more estimated

or less quantities.

1) All the work shall be carried out as per MOST specification and specification on the division or as directed.

2) Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all

conditions, site moisture weather etc.

3) In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference

in consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra

payment shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in GERI

laboratory only.

4) The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of

work and amount involved at site without any payment as directed by the Engineer in charge.

5) Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be paid

by the Executive Engineer and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills of the

works. (As per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.

6) The contractor shall quote even "NIL" if no reduction is proposed.

7) One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the

Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of

equipments and conditions of service Act-1996)(Deduction 1% labour cess from every bill)

8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

9) The contractor is solely responsible to bare all applicable taxes. i.e. GST etc. and department will not entertain any contractor representation

to reimburse any financial burden due to applicable taxes : i.e. GST etc. (Including GST)

Signature of contractor Chief Officer

RANAVAV NAGARPALIKA