Providing and Laying UGPL(UPVC) for Khardol-Asara Village Uncommand area from Nesda Distry of Malsan Branch Canal (PKG-1)

BILL OF QUANTITIES

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

Name of Work :- Providing and Laying UGPL(UPVC) for Khardol-Asara Village Uncommand area from

Nesda Distry of Malsan Branch Canal (PKG-1)

Item No Description of Item (with brief specification and reference to book of specifications) Quantity Unit Rate In figures Amount

1 Jungle clearance of specified category and bushes for canal/dam work as directed ith disposing 1.55 Ha 11833.00

materials etc. complete. (Excluding tree of girth above 0.5 Mt.) (a) For Light Dense

2 Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard 32614.94 cum 102.40

murrum etc. in dry condition including depositing the excavated stuff in uniform layers in banks or as

and where directed etc. complete for lead up to 500m and all lift. (BY MACHINERY) (A)

EXCLUDING DEWATERING

3 (B) INCLUDING DEWATERING 21698.82 cum 107.80

4 Backfilling the foundation trenches around the structures etc with selected excavated stuff including 53342.80 cum 36.90

watering, ramming, compacting etc. complete. (By Machinery)

5 Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable 6200.00 Rmt 1119.00

water with ringfit, joint. Including cost of rings as per IS specification No. 4985/2000 including all local

and central taxes. Transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to the site of work and including cost of jointing materials etc. complete.a) 315 mm Test

Pressure 4 kg/cm2

6 Lowering, laying and testing unplasticised PVC pipes & specials of following class and diameter 6200.00 Rmt 69.00

including labour, hydraulic testing etc. complete including cost of cement solvent. a) 315 mm

7 Providing and laying CC 1:2:4 grade using cement, sand and crushed metal incuding providing and 300.24 cum 5053.10

erecting necessary formwork, centering,vibrating, smooth finishing,watering and curing as directed

with all leads and lifts etc complete. (b)Super Structure

8 Providing and laying CC 1:2:4 grade using cement, sand and crushed metal incuding providing and 124.33 cum 4873.40

erecting necessary formwork, centering,vibrating, smooth finishing,watering and curing as directed

with all leads and lifts etc complete. (a) Sub structure

9 Prov. and Laying in positionControlled cement concrete using cement, sand and crushed aggregate 288.93 cum 5792.00

by mass and machine mix for R.C.C/CC work including necessary formworks centering scaffolding

compaction bymechanical vibrator,curing as directed with all lead& lift etc complete Excluding the cost

of reinforcement

- FOR CSY & DSY BARREL(B) Concrete grade M-25and MSA-20mm

12 Providing and laying HYSD/TMT Fe-415,500 D steel bar reinforcement for RCC works and anchor 22.60 MT 71366.00

bars with provididng binding wires includding cutting,bending,, welding,binding in position, hooking

,placing in position with all lead and lifts etc. complete.(b)TMT-FE-500 steel bars

13 Providing,Supplying,Laying&Fixing in position under ground R.C.C. hume pipes of NP3 class as per 40.00 Metre 1167.00

I.S. specification of prescribed diameter incl.filling the joints & providing& fixing necessary collars with

cement mortar 1:1 inclusive of testing for leakage&working pressure as directed with all cost of

materials&labour fo rall leads&liftsetccomplete.(b) NP-3 class 450 mm dia pipe.

14 Providing laying and fixing 20mm dia. Grill 22 cms c/c including necessary openings support, oil 100.00 Sqm 2198.00

painting with 1 coat primer and two coats of approved oil paint etc. completed.

15 Providing fabricating and erecting in position service gate and emergency gate including finishing, 1.50 Sqm 343214.50

hoisting arrangement embaded parts as per approved design and drawing with painting as directed

16 Providing diversion of road during construction and maintenance of the same till completion of 0.20 KM 850757.00

structure including red signal.( For Minors and subminor)(b) For W.B.M Road

17 Providing, supplying, lowering and fixing at site of work including freight, loading unloading, stacking,

insurance, including all necessary jointing material such as rubber ring, fixing solution,including

hydraulic testing etc. and all taxes etc complete.

i ) SIZE (160 X 110) (UPVC)(UP-8,(II)(A)(ii) 16.00 Nos 113.00

18 B) UPVC Tee (Moulded)

i ) SIZE (315X160)(UP-8,(II)(B)(vi) 32.00 Nos 2979.00

19 Providing and supplying following diameter ISI mark G.I. pipes with coupling of medium duty and 80.00 Rmt 598.00

including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading

unloading, conveyance to site of work, stacking etc. complete. (IS-1239) 80 mm

20 Providing and supplying C.I. Air valves of approved make and quality of following class and dia. 16.00 Nos 3660.00

Including all taxes, insurance, transportation, freight charges, octroi, inspection charges loading,

unloading, conveyance to site of work, stacking, etc. complete. Air valves Doulbe Acting ( DS-2) type

21 Lowering, laying and jointing in position following C.I./D/F Reflux valves, butterfly valves, sluice valves 16.00 Nos 411.00

and air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory

hydraulic testing, etc complete.Air valves Doulbe Acting ( DS-2) type (a) 80 mm dia.

22 Earth work in embankment from borrow pits in all sorts of soil and soft murrum or other suitable strata 3292.38 cum 78.00

as directed including breaking the clods and dressing to the design sections including cutting the

proud section with lead as under and all lift including site clearing etc. complete.(A) For all canal

capacity (c) 200 to 1000 Mt..

23 Compaction for making embankment for canal by laying in regular layers of 15 cm in thickness 3292.38 cum 20.00

including breaking clods to 25 mm size incl. light rolling by suitable rollers with slight watering to

facilitate rolling and dressing the side slopes etc.

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