LED , SHED AND SETTING AND CC ROAD WORK

No. figures Amount

1 Boring holes 3.0 m deep in ordinary soil (for cast in situ piles) and getting 30.00 No. 1270.11

out the soil and disposal of the surplus excavated soil as directed within a

lead of 50 Meter for following diameter of pipes. (ii) 250 mm

2 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 8.38 Cum 3481.28

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of form work in (A) foundation & plinth for piles

3 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 5.20 Cum 8593.80

graded stone aggregates 20 mm nominal size) and curing complete

including the cost of form work but excluding the cost of reinforcement

for R.C.C. work in Beams having any cross sectional area.

4 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 2.40 Cum 11775.49

graded stone aggregates 20 mm nominal size) and curing complete

including the cost of form work but excluding the cost of reinforcement

for R.C.C. work in Columns having any cross sectional area.

5 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 1.80 Cum 3481.28

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of form work in (A) foundation & plinth for coping.

6 Providing and laying brick work using common burnt clay building 20.40 Cum 4289.33

conventional type bricks having crushing strength not less than

kg./Sq.cm. in super structure above plinth level up to floor level in

Cement Mortar 1:6 (1- Cement : 6 -fine sand) including the cost of all

materials and labour charges etc. complete.

7 Providing I.S.I. mark T.M.T. Bar Fe-500D reinforcement for R.C.C. work 1687.00 Kg. 76.32

including bending, binding and placing in position complete upto floor two

8 Providing 20mm thick sand faced cement plaster on wall upto height 10 274.00 Sq.m 329.29

mt. above ground level consisting of 12mm thick backing coat of C.M. .

1:3 (1 cement : 3 sand) and 8 mm thick finishing coat of C.M. 1:1 (1

cement : 1 sand) etc. complete.

9 Colour washing with lime on wall surface (three coats) over and including 274.00 Sq.m 17.66

a primer coat of white washing to give an even shade after thoroughly .

brooming the surface to remove all dirt, dust, mortar drops and other

foreign matter.

10 Supplying and erecting LED Solar street lights with high power white 4.00 Each 42662.40

LEDs wattage of 1 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink

extruded aluminium with diffuser and polycarbonate optics/lenses with

company mark/name engraved or embossed with 36 hours battery

backup & MPPT 24V, 7.5 A charge controller with 12 hours automatic

switch on/off with wind speed resistance 44 m/s as per IEC 61215 (E)

36W, 3000 lumens, IP-65, PV Module – 2 x 100W and 6 mtr poles

complete erected.

11 Drilling of 250 mm dia. pilot bore by direct Rotary Rig. 66.00 Rmt. 865.57

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Manufacture, supply and Delivery of ISI Marked UPVC casing pipes (IS 48.00 Rmt. 1458.44

12818 with latest amendment. 200 mm dia UPVC 'CM' TYPE blank pipe

13 Providing 200 mm dia. UPVC 'CM' TYPE strainer pipe. 25.00 Rmt. 1458.44

14 Bail Plug of length 0.45 meter made from MS medium class pipe as per 1.00 No. 851.04

IS suitable for 200 mm dia. pipe.

15 Clamp made from M.S. Plate with 03 holes on either side with nuts and 1.00 Pair 1643.99

bolts of std. make and suitable size 750 mm x 75 mm x 16mm flat to

mm dia. pipe.

16 Providing bore plug having 100 mm height made from UPVC of standard 1.00 No. 556.36

make suitable for 200 mm dia. pipe.

17 Supplying and laying of gravel in bore surrounding pipe. 9.00 Cum 2049.29

18 Development of bore by Air Compressor 600 CFM-150 PSI 6.00 Hour 3931.93

19 Submersible Pump Set Cat Q-1.5 head 180 Mtr H.P. 3.00 1.00 No. 16182.22

20 Control Panel upto 3.00 H.P. S.D. 1.00 No. 6993.24

21 Flat P.V.C. Cable Size : 1 R x 3 C x 6 Sq.mm 65.00 Rmt. 121.20

22 UPVC Column pipes Heavy duty grade, 250 mtrs. Head. Manufacture, 39.00 Rmt. 525.37

supply and Delivery of 80 mm nominal dia. UPVC column pipes including

PVC socket (coupler), Density of pipe 1.38 to 1.43 gm per cm3, OD:

to 88.2mm, wall thickness end : 9.8 mm to 11.9 mm, Barrel : 7.3 mm to

9.00 mm, Length : 3 mtrs.

23 Excavation for foundation upto 1.5 m depth including sorting out and 1.98 Cum 149.67

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (B) Dense or hard soil.

24 Steel work welded in built up sections framed work including cutting, 18.99 Qtl. 6595.16

hoisting, fixing in position and applying a priming coat of red lead paint.

(D) In trusses and trussed purlins, upto 25 M. span and 15 M overall

25 Providing corrugated G.I. sheets of class-3 roofing fixed with galvanised 292.50 Sq.m 727.13

iron J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. .

limpet washer or G.I. limpet washer filled with white lead complete

excluding the cost of purlins rafters and trusses (1) 0.80mm thick sheet.

26 Providing and fixing Cement benches treatment of standard size at 5.00 No. 13429.21

locations shown in the detailed drawing and as per instructions of E.I.C.

27 Providing and fixing Yojana Name Plate as directed. 1.00 No. 505.00

28 Clearing and grubbing of road length including up rooting wild vegetation, 0.02 Hect. 28393.04

grass, bush shurbs, saplings and trees of girth up to 300 mm removal of

stumps of such trees cut earlier and disposal of unserviceable material

and stacking of serviceable material, Clause-201 (area of light density)

by mechanical means in area of light jungle

29 Box cutting the road surface to proper slope and camber for making a 46.88 Cum 104.20

base of road work including removing the excavated stuff and depositing

on the road side slope as directed up to 50 mts. lead.

30 Providing and laying compacted layer of WBM of Grading-I MCBT metal 19.00 Cum 1534.19

of size 63 mm to 45 mm in required layers including using 16% stone

screening, 13.2mm size and 8% stone dust as filler including spreading,

watering & consolidation by vibratory roller etc. complete.

31 Earthwork for embankment including breaking clod, dressing with all lead 20.00 Cum 183.70

and lift (including watering and consolidation) (A) From borrow pits within

land width.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

32 Providing and laying quarry spall of approved quality including spreading, 12.00 Cum 1017.07

watering consolidation with vibratory roller including loading and

unloading etc. complete.

33 Construction of dry lean cement concrete Sub- base over a prepared sub- 19.00 Cum 3407.74

grade with coarse and fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table 600-1,

cement content not to be less than 220 kg/ cum, optimum moisture

content to be determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form paver or conventional method,

compacting with 8-10 tonnes vibratory roller, finishing and curing etc.

34 Construction of un-reinforced, dowel jointed, plain cement concrete 38.00 Cum 6850.83

pavement over a prepared sub base with concrete grade M-30, coarse

and fine aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing plant

as per approved mix design, transported to site, laid with a fixed form or

slip form paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion, construction and

longitudinal joints, joint filler, separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod, admixtures as approved,

curing compound, finishing to lines and grades as per drawing.

Total Rs.

i.e. Rs. Sixteen lacs Seventy thousand One hundred Seventeen and Seventy Seven paisa only.

I/We am/are willing to carry out the work @ ______________ % 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

Net Rs. ___________________________ Total 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.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and 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.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,

Jambusar Bharuch Bharuch