Construction of Short Panel CC Road with box culvert, Drainage and Storm Water Drain at Rabari vas (In front of Sub-Jail) of Morbi Municipal Corporation area, Dist.Morbi (3rd Attempt)

Name of Work : Construction of Short Panel CC Road with box culvert, Drainage & Storm Water Drain at Rabari vas (In front of Sub-Jail)

of Morbi Municipal Corporation area, Dist.Morbi (3rd Attempt)

=// Bill of Quantities //-

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

1 353.00 Dismentaling the existing structure including removing and stacking the dismentelled Cum 930.35 Rupees Nine Hundred

materials as and where directed. (A) R.C.C. work Thirty Paise Thirty Five

2 86.00 Dismentaling the existing structure including removing and stacking the dismentelled Cum 409.22 Rupees Four Hundred Nine

materials as and where directed. (B) Rubble Masonry Paise Twenty Two Only

3 1010.00 Box cutting the road surface to proper slope and camber for making a base for road work Cum 109.24 Rupees One Hundred Nine

including removing the excavated stuff and depositing on the road side slope as directed upto Paise Twenty Four Only

all lead & Lift.

4 2847.00 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, Cum 511.11 Rupees Five Hundred

strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth Eleven Paise Eleven Only

upto 3.0 M. and all & Lift lead

5 1949.00 Providing and Laying W.B.M., in one layers, using B.T.M.C. metal of size 40mm to 63mm in Cum 1255.20 Rupees One Thousand Two

layers including 16% stone screening 13.2mm size and 8% stone dust as filler, including Hundred Fifty Five Paise

spreading, watering and cosolidation by vibratory roller as per MoRTH specifications etc. Twenty Only

complete as directed by Engineer-in-charge.

6 791.00 Providing and laying cement concrete 1:3:6 (1-Cement : 3-coarse sand : 6- crushed stone Cum 3095.25 Rupees Three Thousand

aggregates 40 mmnominal size) and curing complete in (A) Foundation and Plinth Ninety Five Paise Twenty

7 1010.00 Construction of M30 grade CC Road With Plain Cement Concrete pavement over surface Cum 6497.33 Rupees Six Thousand Four

with approve grade-53 cement @410 kg per cum and as per IRC SP - 76, Coarseand fine Hundred Ninety Seven Paise

aggregate confirming to IS 383, maximun size of line aggregate not exceeding 25mm, mixed Thirty Three Only

in a batching and mixing plant as per approved mix desing, transported to site, laid with a

fixed form or slip from, spread, compacted and finishing in a continouus operation including

provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as

approved, curing compound, finishing to lines etc, including groove cutting to 1/3rd of

Thickness of concrete layer by making conrete panel of max size as per IS.

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

8 72.00 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and cut-off Cum 3772.18 Rupees Three Thousand

walls including necessary shuttering laying, vibrating, ramming and curing complete. Seven Hundred Seventy

Two Paise Eighteen Only

9 514.00 Providing and casting in situ controlled cement concrete M-250 for R.C.C. work in Cum 5373.16 Rupees Five Thousand

superstructure including centering, shuttering scaffolding, ramming, vibrating curing and Three Hundred Seventy

finishing complete.(B) Balanced cantilever box type supersturcture. (II) Webs,Bottom Three Paise Sixteen Only

slabs and Diaphragms

10 148.00 Road marking with hot applied thermoplastic paints with reflectorising glass beads on SqM. 367.72 Rupees Three Hundred

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick Sixty Seven Paise Seventy

including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding Two Only

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/center line/ edge line/cut patta.

The white color marking should provide liminance coefficinet on cemend road shalll be min

130 mcd/m2/lux and Asphalt road shall be min 100 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.

11 310.00 Cat Eye : Supplying of Molded Twin Shanks Raised Pavement Markers made of No 326.23 Rupees Three Hundred

polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Twenty Six Paise Twenty

Glass bead lens) capable of providing total internal reflection of the light entering the lens Three Only

face and shall support a load of 13635 kgs. tested in accordance to ASTM D4280 Type H and

complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 -

DO II Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base

shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/-2 mm and height not less than 30+/- 2 mm) from the body is to

be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to

go inside, without nails and using epoxy resin based adhesive as per manufacturer's

recommendation and The color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

12 13.00 Constructing RCC M-200 chamber for underground chamber Precast Cement Concrete M20 No 18170.13 Rupees Eighteen Thousand

Grade grate cover with frame (Heavy duty 35 tonne Capacity ) 1100mm x 1100mm Clear One Hundred Seventy Paise

opening total weight of cover with frame to be not less than 100Kg. (Wt. of cover 72 Kg.and Thirteen Only

Wt. of frame 28Kg. ) foundation concrete 1:3:6 , and 20 cm thick wall all side with M200

Concrete . (Pre cast also can aprooved) with both side of inlet and outlet connection of

mm dia. pipe (i) Inside dimensions 1500mmx 1500mm and 2000mm deep(avg) for single

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

13 19.00 Providing and constructing 'B' type Sewer manholes, scraper manhales and unit house No 39981.36 Rupees Thirty Nine

connection chamber, as per the type design m brick masonry m CM15 and inside and outside Thousand Nine Hundred

20mm thick plastering in C. M 1-3 necessary 100 mm coping with reinforcement in RC CM Eighty One Paise Thirty Six

200 fixing C 1 steps and fixing manhole frame and covers over manholes and house Only

connection chambers and fixing Manhole covers over scraper manhole etc complete.

providing and fixing safety chain wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual.

14 740.00 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for Rmt. 2706.60 Rupees Two Thousand

culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of Seven Hundred Six Paise

slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (iv) 600 mm dia. Sixty Only

15 455.00 Providing and fixing M.S. grills of required pattern to frames of windows / Grill etc. with Kg 109.24 Rupees One Hundred Nine

M.S. flats at required spacings and frame alround, square or round bars (25 mm Dia) with Paise Twenty Four Only

round headed bolts and nuts or by screws (A) Plain Grill.

16 1437.00 Filling available excavated earth (excluding rock) in trenches. plinth, sides of Cum. 130.39 Rupees One Hundred Thirty

foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited Paise Thirty Nine Only

layer by ramming and watering.

17 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.

17(A) 19.00 Heavy Duty Frame 50cm Opening of MH No 1132.21 Rupees One Thousand One

Hundred Thirty Two Paise

Twenty One Only

17(B) 19.00 Heavy Duty Cover suitable for 50cm opening of MH No 1184.73 Rupees One Thousand One

Hundred Eighty Four Paise

Seventy Three Only

18 50.00 Providing and constructing rectangular brick masonary chamber for house connection as per No 8001.22 Rupees Eight Thousand One

type design in brick masonary in C. M. 1:3 including M-100 in foundation M-150 in Paise Twenty Two Only

benching inside plastering in C. M. 1:3 and outside plastering in C. M. 1:3 coping in M200

and fixing RCC precast manhole frame and covers, but Exd, supply of manhole and cover etc.

complete incl excavation

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

19 500.00 Providing, laying and jointing in true line and level 200 diametre P.V.C (Type B) conforming Rmt 1153.64 Rupees One Thousand One

to IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings Hundred Fifty Three Paise

conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be Sixty Four Only

jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp

of the size 200 mm diametre x 210 mm length x 196 mm heigh at every 2000 mm center to

center or shall be concealed in walls as directed including necessary fittings such as bends,

shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement

including cost of all materials.

RAte Diff for 200 mm pipe (911-510=316.11)

20 740.00 Providing and fixing pre-cast punch design rubber molded only artificial cobble concrete SqM 706.93 Rupees Seven Hundred Six

stone 60mm thick with grade of concrete M250 pnumatic compressed / vibrated mechanically Paise Ninety Three Only

and as per approved design including 35 mm Sand layer for levelling and filling the joint with

only sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete. design

and pattern must be as selected by Engineer in charge.

21 22.00 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including Cum 1083.81 Rupees One Thousand

and packing and filing in the interestices with quarry-spalls as directed. Eighty Three Paise Eighty

22 41.00 Providing and laying in position FE 550D TMT bar reinforcement including cutting, bending, MT. 73858.69 Rupees Seventy Three

hooking and tying complete as per detailed drawings for the following.(A) Piers (B) Thousand Eight Hundred

Abutments (C) R.C.C. Returns Fifty Eight Paise Sixty Nine

23 15.00 Supplying & laying of drainage composite for use behind walls, between two different fills, Sqm 816.08 Rupees Eight Hundred

alongside drains of road, below concrete lining of canals etc. Geocomposite for planar Sixteen Paise Eight Only

drainage, realized by thermobonding a draining core in extruded monofilaments with two

filtering nonwoven geotextiles that may also be working as separation or protecting layers.

The draining three dimensional core will have a “W” configuration as longitudinal parallel

channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene

nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and

tensile strength of 8.0 kN/m that will be working as separation or protecting layer,

geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 &

kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in

the form of roll for easy transportation to site of work as per detailed specification all

complete as per directions of Engineer in charge.

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

24 29.00 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches Rmt 1379.66 Rupees One Thousand

to bridge structures and medians, constructed with M-25 grade concrete with HYSD Three Hundred Seventy

reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion Nine Paise Sixty Six Only

joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built

and installed as per design given in the enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at

locations directed by the Engineer, all as specified

25 70.00 Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm Nos 86.70 Rupees Eighty Six Paise

including laying in proper grede and jointing the completed as per detailed specification. Seventy Only

26 16.00 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings as per Nos 159.37 Rupees One Hundred Fifty

drawings. Nine Paise Thirty Seven

27 435.00 Earthwork for embankment including breaking clods, dressing with all lead and lift and Cum 177.91 Rupees One Hundred

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

density including filling the depression which occur during the process using power roller 8T One Only

to 10T.(E) From Borrow area within 3.0KM. lead

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Item No. Quantitie Item of Works Unit Estimated Rates Total Amount

Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

28 60.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash Rmt 3344.11 Rupees Three Thousand

barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground Three Hundred Fourty Four

level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to Paise Eleven Only

centre, 1.8 m high, 1.1 m below round/road level, all steel parts and fitments to be galvanised

by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed

on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete

as per clause 811)

Amount in Words :

Rupees Two Crore Fourty Seven Lakh Fourty Five Thousand Eight Hundred Fifty Nine Paise Ninety Nine Only

A FIXED Amount of total dismentalled credit ₹ 15,547.80 shall be recovered from running Bill in which dismental item will recorded for payment.

I / We am/are willing to carry out the work at ......................................................………………... % above / below (Should

be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

Estimated amount Estimated amount

Put to tender Rs. …………………… Put to tender Rs…………………..

Add……….. % above Rs. …………………… Deduct…….% below Rs…………………..

Total Rs. …………………… Net Rs…………………..

In words……………………………… In words……………………………………….

[1] The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.

All furnising item must be aprooved by engineer in charge

[2] The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

[3] Income tax TDS will be deducted at a source while making payments of bills.

[4] 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.

[5] Testing of materials charge paid by contractor

[6] Samples to be sent by contractor to GERI.

Consultant : Signature of Contractor