Providing of External Sanitary Work (Septic Tank and Soak Pit) in Government Boys and Girls Hostel Campus at Vankal, Tal.Mangrol, Dist.Surat.

Name of Work :- Providing of External Sanitary Work (Septic Tank and Soak Pit) in Government

Boys and Girls Hostel Campus at Vankal, Tal.Mangrol, Dist.Surat.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

1 Excavationforfoundationupto1.5m depth including sorting out and 3099.00 Cumt 122.94

stacking of use ful materials anddi sposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil

2 Excavation for foundation for depth from 1.5 m to 3.0m including 2532.00 Cumt 170.87

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (B) Dense or Hard soil

3 Filling in foundation and plinth with sand in layers of 20 cm. Thickness 36.00 Cumt 481.80

including watering ramming and consolidating etc. comp.

4 Providing and laying controlled cement concrete M.150 and curing 60.00 Cumt 3958.25

complete including the cost of formwork But excluding the cost of

reinforcement for reinforced concrete work in (A) Foundations and

5 Brick work using common burnt clay building bricks crushing strength 381.00 Cumt 4503.04

not less than 35 Kg/Sq.cm. in super structure above plinth level upto

floor two level in cement mortar 1:6 (1cement : 6 fine sand) (B)

Conventional For Ground Floor.

6 Providing and laying controlled cement concrete M.200 and curing 58.00 Cumt 6706.40

complete including the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (C) Ground floor Slab.

7 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 4060.00 Kgs. 77.29

bending, binding and placing in position complete up to All floor Level

8 Providing 20 mm thick Water proof cement plaster for sunk in single 964.00 Sqmt. 317.14

coat on brick / conctrete wall for interor plastering up to floor two level

finished even and smooth (ii) cement mortar 1:3 (1- cement, 3 sand) and

mixing waterproofing materials of approved brand and manufacture in

cement mortar in proportion recommended by the manufacture for All

9 Constructing brick masonry chamber for underground C.I. Inspection 30.00 Nos. 3208.77

chamber and bends with bricks having crushing strength not less than

35Kg. Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm intenal

dimensions with frame (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed concrete

etc. complete (i) Inside dimensions 455mmx 610mm and 450mm deep

for single pipe line.

10 Constructing brick masonry chamber for underground C.I. Inspection 30.00 Nos. 3916.78

chamber and bends with bricks having crushing strength not less than

35Kg. Cm2 in C.M. 1:5 precast RCC cover 455mm x 610mm intenal

dimensions with frame (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed concrete

etc. complete.(i) Inside dimensions 500mmx 700mm and 450mm deep

for single pipe line.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

11 Constructing brick masonry chamber for underground C.I. Inspection 20.00 Nos. 7180.44

chamber and bends with briocks having croshing strength not less than

35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x

610mm intenal dimensions, total weight of cover with frame to be not

less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.) (R.C.C.

top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc. complete.(iii) Inside dimensions

600mm x 850 mm and 450mm deep for pipe lines with three or more

12 Providing and laying (two level or slopes) and jointing with stiff mixture 1400.00 Rmt. 531.18

of Cement Mortar in proportion 1:1, Salt glazed stone ware pipes of

pipes 150mm laying lime concrete 1:5:10 (1-Lime putty :5-Fine samd :

10-Graded Stone aggregates 40mm nominal size) bedding for stoneware

pipes of following internal diameters with necessary formwork and

curing complete. (B) 150mm dia.

13 Providing laying (to level or slopes) and jointing reinforced concrete 700.00 Rmt. 678.02

Light duty non-pressure pipes I.S. class NP2 of the following internal

diameter with collars and butt ends prepared for collar joints including

testing of joints complete. (D) 300mm.

(Rupees Fifty-three Lakhs Sixty-eight Thousand Two Hundred Sixty-four and Paise Eighty Only.)

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

estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount *Estimated Amount

put to Tender Rs. 5368264.80 put to Tender Rs

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Contractor shall be exhibit board as per government circular No.BDG/3277/1657 N dated 26/01/1997 S (M.GUJ)

with detailed specification and details of work and amount Involved at site without any payment as directed by

Engineer-In-Charge.

2 All work shall be carried out as per public work department hand book and other specifications of Division or as

3 All columns in the Schedule should be filled in ink & the total of the entries in the last column should be struck by

Contractor under his sign.

4 Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold good for

work under all condition, site, moisture/ weather etc.

5 The Boards stating the detailed specification & detailes of Work shal be provided by the contractor as per Government

Resolution T.No.1890-240- Dtd.18/11/1990 and directed by contractor at his own cost immediately on recommanding

the work order.

6 Testing of Material Shall be done as per the statement attached with specification,The material IS Tested in GERI by

Executive Engineer Surat and Bill for the testing charges shall be paid by Executive Engineer,1% of the Amount put to

7 1% of the Construction Cost Shall be deducted from the bill Amount of the contract as per the Buildig and other

Construction works walfare cess at 1996(Labour and Employment Department Letter No CWA-2004-1831-M(3)Dated

9/12/2005 notification Of Labour & Employment department dt.03/01/2005 & Labou & Employment Department

Letter no GWA/2004-841M(B) Dt 14/12/2005 & Dt.30/1/2006.

Items Description of Item (with brief specification and reference to book of Quantity Unit Rate In Amount

No specifications) figures

8 In Case of RCC items Where there is a change in Grade of Mix or Change as per Actual Mix design the cost of

difference of Cement Difference shall be deducted from the rate of original item at the rate of star rate mentioned in

9 Contractor are advised to visit site before loading tender rate.

10 Necessary wiring point and drainage point are installed at Site however any modification in electrical installation and

drainage & water supply connection and minor correction to perform experienced in Lab shall be done by contractor at

his risk and cost.

11 The Rates are inclusive of all the taxes (Excluding GST),Transport Charges,Octroi duty and storage Charges up to date.

12 The materials Covered for wiring should be got approved from the Engineer Incharge of the work.

13 GST and Income tax TDS will be deducted at a source while making payments of bills.

14 GST will be paid extra as per Govt. amendment.

15 The Materials on the work shall have to be used and carried out as specified in technical note.

(A) I/We hereby Declare that I/we have Visited the site and fully Exquisite myself/ourselves with the local situation

regarding materials,Labour and other factors pertaininfg to work before submitting tender.

(B) I/We hereby Declare that I/we have carefully Studied the condition of Contracts, Detailed Specification and other

tender Document of this work and agree to execute the same accordingly.

Signature of Bidder Deputy Executive Engineer

Mandvi (R&B) Sub Division,

Executive Engineer

Surat (R&B) Division No.2,