Construction of Khamnath Bridge in place of existing damaged arch bridge on River Ghee on Khambhalliya Porbandar Road in Khambhaliya Nagar Palika Limit on new alignment.

It. No. Quantity Unit Rate Amount

book of specifications)

In figures In words

1 Dismantling the existing structure R.C.C. work including 54.00 Cum. 930.35 Rupees Nine Hundred

removing and stacking the dismantled materials as and where Thirty And Paise Thirty Five

directed. Only

2 Dismantling the existing structure Rubble Masonry including 292.00 Cum. 409.22 Rupees Four Hundred

removing and tacking the dismantled materials as and where Nine And Paise Twenty

directed. Two Only

3 Clearing and grubbing road land including uprooting rank 1.34 Hector 28455.08 Rupees Twenty Eight

vegetation grass bushes, shrubs, sapling and trees girth up to Thousand Four Hundred

300 mm removal of stumps of trees cut earlier and disposal of Fifty Five And Paise

unserviceable materials By mechanical means in area of light Eight Only

4 Marking out the centre line of the Bridge and various other 1.00 Job. 1515.00 Rupees One Thousand

component structures and complete lining out and levelling with Five Hundred Fifteen

theodolite, levels, including constructing necessary masonry Only

pillars for lines and levels and establishing necessary bench

marks etc. complete as directed and maintained it till completion

of superstructure.

1 DTP Khamnath Bridge new allignment~BOQ

5 Providing and installing barricading with retro- reflective paint / film / 990.00 Sqm. 658.52 Rupees Six Hundred

tapes as specified in the drawing @ 3m high with 50x50x6mm angle, Fifty Eight And Paise

450mm deep M15 concrete embedment, with vertical angle at 3m c/c Fifty Two Only

spacing, marking Mandatory and information details, Speed limit,

Work in Progress etc. along the construction site the construction of

bridge, along with necessary diversion arrangement for existing

traffic movement in an unobstructed condition, all relevant markings,

sign boards and illumination as per relevant MORT & H specification.

Rate to be inclusive of all materials, fabrication works, paint works,

foundation works, transportation, loading, unloading, installation,

removing & relocating and inclusive of all taxes and including the

same design for providing openable gates include all safety features.

No extra rental will be given to the contractor in case of any delays

from his part for construction or due to any valid time limit extensions.

Each barricading sheet is to be numbered with a unique number. The

contractor may reuse the same sheet for barricading else where with

in the project boundaries, however in such case, he will not been

titled for separate rent for reuse. After the completion of project, the

ownership of barricading will remain with the contractor. Blinkers are

to be installed on the barricading at critical locations. Barricading is to

be cleaned by means of washing with water on a weekly basis or a

sand when required as per the instructions of Engineer in charge.

6 Excavation for foundation in sand, gravel, clay soft soils and 3278.00 Cum. 511.11 Rupees Five Hundred

murrum etc. including shoring, strutting dewatering as necessary Eleven And Paise Eleven

and disposing of the excavated stuff as directed. With all lead Only

7 Excavation for foundation in hard murrum and boulders and very 1119.00 Cum. 611.32 Rupees Six Hundred

stiff or sticky, clays and other similar strata including shoring and Eleven And Paise Thirty

strutting and dewatering as necessary and disposing of the Two Only

excavated stuff as directed .

2 DTP Khamnath Bridge new allignment~BOQ

8 Excavation in large boulders and soft rock by welding including 925.00 Cum. 716.55 Rupees Seven Hundred

shoring, strutting and dewatering as necessary and disposing of Sixteen And Paise Fifty

the excavated stuff as directed. Five Only

9 Excavation in hard rock by dry-wet blasting and chiselling 3464.00 Cum. 1675.30 Rupees One Thousand

including dewatering preparing foundation base by proper Six Hundred Seventy

benching and stepping and disposing of the excavated stuff as Five And Paise Thirty

directed. With prohibited Blasting work. Only

10 Providing and fixing mild steel dowel bars of minimum 32mm dia. 958.00 Rmt. 450.06 Rupees Four Hundred

for anchoring by drilling holes in foundation strata including Fifty And Paise Six Only

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

11 Providing and Casting in situ controlled Cement Concrete M-150 3653.00 Cum. 4194.53 Rupees Four Thousand

including cost of admixtures in recommended proportions as per One Hundred Ninety

IS: 9103 to accelerate/ retard setting of concrete, improve Four And Paise Fifty

workability without impairing strength and durability; including Three Only

necessary shuttering laying, vibrating as per direction of the

Engineer-in-charge for Foundation.

12 Providing and Casting in situ controlled Cement Concrete M-350 2517.00 Cum. 5071.21 Rupees Five Thousand

including cost of admixtures in recommended proportions as per Seventy One And Paise

IS: 9103 to accelerate/ retard setting of concrete, improve Twenty One Only

workability without impairing strength and durability; including

necessary shuttering laying, vibrating, ramming and curing

complete as per direction of the Engineer-in-charge. for R.C.C.

Raft and cut-off walls.

13 Providing and casting in situ controlled cement concrete M-350 1784.00 Cum. 5720.56 Rupees Five Thousand

including cost of admixtures in recommended proportions as per Seven Hundred Twenty

IS: 9103 to accelerate/ retard setting of concrete, improve And Paise Fifty Six Only

workability without impairing strength and durability; including

centring shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete as per direction of the Engineer-in-

charge as per drawings for Piers, Abutment, RCC return.

3 DTP Khamnath Bridge new allignment~BOQ

14 Providing and casting in situ controlled cement concrete M-350 663.00 Cum. 5758.01 Rupees Five Thousand

including cost of admixtures in recommended proportions as per Seven Hundred Fifty

IS: 9103 to accelerate/ retard setting of concrete, improve Eight And Paise One

workability without impairing strength and durability; including Only

controlled cement concrete M-350 bed blocks or pedestals of

required size below bearings as per detailed drawings, centring,

shuttering, scaffolding, wherever necessary, laying vibrating,

curing and finishing complete as per direction of the Engineer-in-

charge for R.C.C. work in Pier cap, Abutment cap and Dirt wall.

15 Providing and casting in situ controlled cement concrete M-450 2060.00 Cum. 6387.24 Rupees Six Thousand

including cost of admixtures in recommended proportions as per Three Hundred Eighty

IS: 9103 to accelerate/ retard setting of concrete, improve Seven And Paise Twenty

workability without impairing strength and durability; including Four Only

centring, shuttering scaffolding, ramming, vibrating curing and

finishing complete as per direction of the Engineer-in-charge for

R.C.C. work in superstructure.

16 Providing and casting in situ controlled cement concrete M-450 578.90 Cum. 5481.27 Rupees Five Thousand

including cost of admixtures in recommended proportions as per Four Hundred Eighty

IS: 9103 to accelerate/ retard setting of concrete, improve One And Paise Twenty

workability without impairing strength and durability; including Seven Only

formwork curing and finishing, complete as per direction of the

Engineer-in-charge for Kerb/ kerb blocks.

17 Providing and casting in situ controlled cement concrete M-400 204.00 Cum. 5846.89 Rupees Five Thousand

including cost of admixtures in recommended proportions as per Eight Hundred Forty Six

IS: 9103 to accelerate/ retard setting of concrete, improve And Paise Eighty Nine

workability without impairing strength and durability; including Only

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete & Providing and laying in position as per

direction of the Engineer - in - charge for average 75 mm thick

wearing coat laid as directed.

4 DTP Khamnath Bridge new allignment~BOQ

18 Providing and casting in situ controlled cement concrete M-350 52.00 Cum. 5609.54 Rupees Five Thousand

including cost of admixtures in recommended proportions as per Six Hundred Nine And

IS: 9103 to accelerate/ retard setting of concrete, improve Paise Fifty Four Only

workability without impairing strength and durability; including

formwork curing and finishing complete as per direction of the

Engineer-in-charge for Approach Slab.

19 Providing & Casting in situ of controlled cement concrete M-350 1333.00 Rmt. 1294.82 Rupees One Thousand

including cost of admixtures in recommended proportions as per Two Hundred Ninety

IS: 9103 to accelerate/ retard setting of concrete, improve Four And Paise Eighty

workability without impairing strength and durability; as per Two Only

detailed drawings with necessary reinforcement including,

shuttering, laying vibrating and finishing to line and level

complete as per direction of the Engineer - in - charge for

20 Providing and laying precast R.C.C footpath slab in controlled 1970.00 Sqm. 1100.80 Rupees One Thousand

cement concrete of M-200 grade (7.0Cm. thickness including One Hundred And Paise

necessary reinforcement and providing and setting cement Eighty Only

chequered tiles in C.M. 1:5 as per drawing including necessary

formwork, curing and finishing complete.

21 Providing and placing in position FE 550D TMT bar 1306.50 MT 74054.77 Rupees Seventy Four

reinforcement for all items including cutting bending hooking and Thousand Fifty Four And

tying complete as per detailed drawing. Paise Seventy Seven Only

22 Providing fusion bonded Epoxy coating not less than 175 micron 1313.10 MT 9137.53 Rupees Nine Thousand

thickness and up to 300 micron to reinforcement bars as per IS- One Hundred Thirty

13620-1993/ASTM-775 M including testing of coating at plant Seven And Paise Fifty

and all taxes for any dia. of reinforcement Three Only

23 Providing and fixing in position fully molded restrained 1651104.0 Cu.cm. 0.90 Rupees And Paise

elastomeric Bearings as per detailed drawings. Ninety Only

5 DTP Khamnath Bridge new allignment~BOQ

24 Providing and fixing Modular strip seal expansion joint including 84.00 Rmt. 2057.37 Rupees Two Thousand

anchorage catering to a horizontal movement beyond 70mm and Fifty Seven And Paise

up to 140mm, complete as per approved drawing and standard Thirty Seven Only

specifications to be installed by the manufacturer/supplier or

authorised representative.

25 Providing and fixing of Tar paper below approach slab as per 13.00 Sqm. 303.50 Rupees Three Hundred

direction of Engineer in-charge. Three And Paise Fifty Only

26 Providing and laying - Filter Media 600mm thick directed at the 1554.00 Sqm. 1239.35 Rupees One Thousand

back of abutments, returns and wing walls as per detailed Two Hundred Thirty Nine

specifications. And Paise Thirty Five

27 Providing and filling sand behind abutments and between returns 792.00 Cum. 504.42 Only Five Hundred Four

Rupees

in layers as directed. And Paise Forty Two Only

28 Steel work , weld in build-up sections framed work including 60.00 Qtl. 9108.48 Rupees Nine Thousand

cutting, hoisting, fixing in position and applying a priming coat of One Hundred Eight And

red lead paint In beam and joists channels angles tess, flats with Paise Forty Eight Only

connecting plates or angles cleats as in main and cross beams

as per approved drawing.

29 Providing flood gauge marks on substructure as per design 24.00 Rmt. 167.03 Rupees One Hundred Sixty

including painting complete. Seven And Paise Three

30 Providing masonry steps with Cement Pointing on approaches as 94.00 Step. 230.50 Rupees Two Hundred

directed. Thirty And Paise Fifty Only

31 Providing and fixing marble slab Size 75cm x 60cm x 4cm 2.00 No. 1012.64 Rupees One Thousand

including engraving and painting complete. Twelve And Paise Sixty

32 Providing & laying weep hole in Abutments, and returns by using 1022.00 No. 86.69 Rupees Eighty Six And

A.C./ PVC pipe of 100mm including laying in proper grade and Paise Sixty Nine Only

jointing the completed as per detailed specification.

33 Providing G.I. 100mm diameter water spouts including necessary 48.00 No. 536.02 Rupees Five Hundred

iron gratings as per drawings. Thirty Six And Paise Two

6 DTP Khamnath Bridge new allignment~BOQ

34 Providing and laying dry stone pitching of 22.5 cm. thick 600.00 Sqm. 505.00 Rupees Five Hundred

including preparing the surface and cement pointing in C.M. 1 :3 Five Only

(1 cement : 3 Sand) etc. complete.

35 Providing panel wall for dry stone pitching in uncourased rubble 81.00 Cum. 2650.75 Rupees Two Thousand

masonary with hard stone of approved quality in cement mortar Six Hundred Fifty And

1:5 including curing etc as complete job. Paise Seventy Five Only

36 Labour charges for dry stone pitching of 20.0 cm. thick including 120.00 Sqm. 422.58 Rupees Four Hundred

preparing the surface etc as complete job. Twenty Two And Paise Fifty

Eight Only

37 Providing and laying cement concrete 1:2:4 (1- Cement : 2 75.00 Cum. 3784.74 Rupees Three Thousand

Coarse sand : 4- graded stone aggregates 20 mm nominal size) Seven Hundred Eighty

and curing complete excluding cost of formwork in Foundation Four And Paise Seventy

and Plinth. Four Only

38 Box cutting the road surface to proper slope and camber for 1517.00 Cum. 102.17 Rupees One Hundred

making a base for road work including removing the excavated Two And Paise

stuff and depositing on the road side slope as directed with all Seventeen Only

lead and lift.

39 Earthwork for embankment including breaking clods, dressing 13141.00 Cum. 252.07 Rupees Two Hundred

with all lead and lift and including watering rolling and Fifty Two And Paise

consolidation of subgrade in layers at O.M.C. to required dry Seven Only

density including filling the depression which occur during the

process using power roller 8T to 10T.

40 Construction of Granular sub base by providing 100 mm thick 1506.00 Cum. 1259.47 Rupees One Thousand

GSB Gr - II coarse graded material using B.T Metal 26.5 mm to Two Hundred Fifty Nine

9.5 mm @ 35 %, 9.5 mm to 4.75 mm @ 25%, and Below And Paise Forty Seven

2.36mm @40% in uniform layer with motor grader on prepared Only

surface mixing by mix in place method with vibratory roller to

achieve the desired density complete as per clause

7 DTP Khamnath Bridge new allignment~BOQ

41 Providing & Casting in situ Controlled trimix cement concrete 1649.00 Cum. 8363.81 Rupees Eight Thousand

pavement M-350 laid as directed over a prepared sub base using Three Hundred Sixty

cement content as per approved Design Mix manufactured in Three And Paise Eighty

fully automatic batching plant including the cost of centring One Only

shuttering and finishing including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/ retard

setting of concrete, improve workability without impairing strength

and durability. using surface hardener & other admixtures in

proportion mentioned by the manufacture and laid in continuous

bay as per the direction of engineer-in -charge by providing

longitudinal Joints, dowel bars, tie rod including providing &

laying M.S side rail of road thickness with necessary nut bolts

plate and fixing as per width applying plate vibrator (electric or

Diesel) on channel compressor with vacuum dewatering system

by using all necessary equipment & materials such as running

screed vibrator on prelaid M.S channel for levelling, Vacuum

pump, floating and power travelling etc. including providing

mm dia. dowel bar 50 Cm. long @ 30 Cm C/C and 12mm dia

Anchor bar 64CM. long at 60Cm. C/C with filling joints with

bitumen as directed etc. complete.

42 Providing and fixing pre-cast concrete kerb stone of grey cement 1270.00 Rmt. 374.92 Rupees Three Hundred

based concrete block 30cm length,30cm height and 15cm thick of Seventy Four And Paise

M250 grade concrete as per approved design and including Ninety Two Only

excavation for fixing in proper line and level, filling the joint with C:M

1:3 (1cement:3fine sand) etc. complete.

43 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 750.00 Sqm. 706.92 Rupees Seven Hundred

concrete block 60mm thick with grade of concrete M300 pnumatic Six And Paise Ninety

compressed / vibrated mechanically and as per approved design Two Only

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. Complete

8 DTP Khamnath Bridge new allignment~BOQ

44 Providing and applying two coats of coal tar or bitumen confirming to 2838.00 Sqm. 163.95 Rupees One Hundred

IS:3117 - latest version on the top and sides of RCC box/slabs @ Sixty Three And Paise

1.70 kg/sqm after cleaning the surface with all labour and materials Ninety Five Only

complete job as directed by the engineer.

45 Finishing wall with weather proof exterior emulsion paint on wall 7619.00 Sqm. 120.26 Rupees One Hundred

surface (two coats) to give an required shape even shade after Twenty And Paise

thoroughly brushing the surface to remove all dirt, and remains of Twenty Six Only

loose powdered materials.etc complete.

46 Painting lines, dashes, arrows, letters etc. on roads, Air fields and like 1937.00 Sqm. 130.27 Rupees One Hundred

in two coats with road marking paint, brushing including cleaning the Thirty And Paise Twenty

surface of all dirt, dust and other foreign matter. Over 10cm in width. Seven Only

47 Road marking with hot applied thermoplastic paints with reflectorizing 292.00 Sqm. 367.72 Rupees Three Hundred

glass beads on bitumen surface providing and laying a hot applied Sixty Seven And Paise

thermoplastic compound 2.5 mm thick including reflectorizing glass Seventy Two Only

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface

to be level, uniform and free from streaks and holes. zebra patta

/bump patta lane/centre line/ edge line/cut patta. The white colour

marking should provide luminance coefficient on cement road shall

be min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The marking

should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC

35-2015. Warranty for the Retro reflectivity should be two years.

9 DTP Khamnath Bridge new allignment~BOQ

48 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks mould 216.00 No. 326.23 Rupees Three Hundred

body and reflective panels with micro prismatic lens capable of Twenty Six And Paise

providing total internal reflection of light entering the lens fate face and Twenty Three Only

shall support a load of 13635kgs tested in accordance to ATM D

type H and complying to specification of category A of Morth circular

No.RW/NH/33023/10-97 DO III dt. 11-06-1997. The length,width and

height shall not exceed 20mm,130mm and 130mm and with minimum

reflective area of 13sqcm on each side and the slope to the base shall

be 35+/-5 degree.The strength of detachment of the intergrated

cyclinderical shank (of the diameter not less than 19+-2mm and height

shall not less than30+-2mm from the body is to be a miniumum value of

500khf. Fixing will be by drilling holes on the road for the shanks to go

inside without nail and using epoxy resin based adhesive as per

manufacturers recomendation and the colour of the marker should be

as per the IRC-35-2015 and as directed by the Engineer in charge.

TOTAL OF WORK Rs.

Rupees in words: Rupees Twenty One Crore One Lakh(s) Ninety Two Thousand Eight

And Paise Twenty Three Only

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the estimated rate

mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct……………..…% below….......................................................... Add………………….% Above….....................................................

In words In words

Signature of Contractor Deputy Executive Engineer Executive Engineer

R & B Sub-Division Devbhoomi Dwarka R & B Division

Khambhaliya Khambhaliya

10 DTP Khamnath Bridge new allignment~BOQ

BOQ NOTES:-

1 All works shall be carried out as per latest MORTH Specification Booklet and other specification of Division as directed.

2 All Controlled Concrete Work shall be carried out with Batch Mix Plant established at site as per GoG R&B Dept. Circular No. PRCH/1022/751/C-1, Dt:

3 All Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site

moisture, weather etc.

4 Bidders are advised to visit the site & make himself / themself aware of the scope & specification of the work to be done & of conditions and other factors

bearing on the execution of the work before on line submission of his / their bids. Once the bid is finalized, under no circumstances arguments for crust

deficiency / additional / altered works will be heard until & unless Engineer in charge deem so. Engineer in charge shall have right to reject & decision of

Engineer in charge shall be final & binding.

5 1.00 % of Construction cost shall be deducted form Bill. Amount of Contract as per the Building and other Construction worker's welfare cess Act - 1996 (Labour

& Employment Department Letter No. CWA - 2004 - 1831 - M (3). Dt. 9-12-05, Notification of Labour & Employment Department Dtd. 03-01-05 and Labour &

Employment Department letter No. CWA / 2004-841-M(3), Dt. 14-12-05).

6 Testing of material shall be done as per statement attached with specification. The material should be tested in GERI or Private laboratory approved by Govt. of

Gujarat. Bill for testing charges should be paid by Executive Engineer and computed after deducting the cost of materials to be supplied by the Govt. and shall

be recovered from the contractor's running bill as per Govt., R&B Department No. TNC-1085/(4)/C dtd 20-12-91.

7 For Tender cost more than Rs. 2.50 lacs, 2% (percent) Tax deduction at source shall be made (which includes 1% (one percent) for GST & 1% (one percent)

for CGST) as per Govt. of Gujarat, Finance Deptt.'s Circular No. : GST/1017/ 1097/GST Cell, Dtd. 15/09/2018 & above Circular details to follows.

8 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption

have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

9 The contractor shall exhibit a board as per Government Circular No. Vernacular TNC/1090/ 24/S dated 05.03.2011 with details specifications and details of

works and amount involved at site at his own cost as directed by Engineer-in-charge.

10 Credit amount of dismanteled material Rs 80,000.00 shall be deducted from the Running/final Bill of this work on prorata basis of work done.

Signature of Contractor Deputy Executive Engineer Executive Engineer

R & B Sub-Division Devbhoomi Dwarka R & B Division

Khambhaliya Khambhaliya

11 DTP Khamnath Bridge new allignment~BOQ