Providing and Fixing Drainage Line at Different Location of Morbi Municipal Corporation area, Dist.Morbi

Name of Work :- Providing and Fixing Drainage Line at Different Location of Morbi Municipal

Corporation area, Dist.Morbi

=// SCHEDULE - ‘B’ //-

Item Quantity Item of Works Unit Unit Rate (Rs.)

1 Excavation for pipeline trenches for waetr supply, sewerage line, manhole etc all

with shoring strutung if required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all required lead

cleaning the sites etc. complete fo rall lifts and strata as specified

in hard murrum, boulders incl. macadam Road

a) 1.00 Upto 1.50 Mtr Depth 1b)-1A1.c Cum

b) 1.00 1.50 to 3.00 Mtr Depth 1b)-1A2.c Cum

c) 1.00 3.00 to 4.50 Mtr Depth 1b)-1A3.c Cum

d) 1.00 4.00 to 6.00 Mtr Depth 1b)-1A4.c Cum

e) 1.00 6.00 to 7.50 Mtr Depth 1b)-1A5.c Cum

2 1.00 Providing bedding incl. ramming, watering, levelling, consolidating etc. It. No.3 Cum

Complete as per standard and instruction of engineer inchargeinclduing all lead, P.No.33

all above with quality sand brought from outside including all lead

3 1.00 Providing bedding incl. ramming, watering, levelling, consolidating etc. It. No.2 Cum

Complete as per standard and instruction of engineer incharge inclduing all lead, P.No.33

all above with murrum brought from outside including all lead

4 Dewatering in all sorts of soil and soft murrum, hard murrum and boulders, soft It No.13

rock, Hard rock P.n.40

a) 1.00 upto 1.50 mt. depth from G.L. It 13.1 Cum

b) 1.00 above 1.50 mt. depth from G.L. It 13.2 Cum

5 Providing and supplying ISI Standard R.C.C. pipe of Sulphate Resisting Cement It.10.1.D

in standard length of following class and diameter suitable for either collar joints P.no.15

or rubber ring joints including all taxes, insurance, transportation freight charges, +

octrol, inspection charges loading, unloading, conveyance to site and also It.11.b

lowering, Laying and jointing RCC pipes in C.M. 1:1 1/2 of following diameters P.No.39

in proper position,including all necessory fittings, grade and alignment at all

level as directed by engineer-in-charge including giving hydraulic testing as per

NP3 Test Pressure 0.7 Kg/SqM

a) 1.00 150 mm Dia. It. 3+3 Rmt.

b) 1.00 300 mm Dia. It. 5+6 Rmt.

c) 1.00 450 mm Dia. It. 8+10 Rmt.

d) 1.00 600 mm Dia. It. 10+13 Rmt.

e) 1.00 900 mm Dia. It. 14+18 Rmt.

f) 1.00 1200 mm Dia. It. 17+21 Rmt.

6 Providing and supplying in standard length ISI mark rigid unplasticised PVC It.3.1

pipes suitable for potable water with ring fit joints including cost of rings, as per P.no.7

IS specification no. 4985/1988 including llocal and central taxes transportation,

freight charges, octrol, inspection charges, loading, unloading conveyance to the

site and including cost of joining materials etc. complete.

test pressure 6 Kg/cm3

Item Quantity Item of Works Unit Unit Rate (Rs.)

a) 1.00 110 mm Dia. It 3.1.B.4 Rmt.

b) 1.00 160 mm Dia. It 3.1.B.7 Rmt.

c) 1.00 200 mm Dia. It 3.1.B.9 Rmt.

7 Manhole type "A" circular type having inside diameter of minimum 1200 mm. GWSSB

Providing and constructing Sewer manholes, scraper manhales and unit house Item No.

connection chamber, as per the type design brick masonry C.M 1:5 and inside 2(B)

and outside 20mm thick plastering in C.M 1:3 necessary 100 mm coping with P.no.101

reinforcement in RC CM 200 fixing C I steps and fixing manhole frame and

covers over manholes and house 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

a) 1.00 Manhole !voe • A" as above but uoto 1.0 M deoth. It 2.A-1 No

b) 1.00 Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole above. It 2.A-2 Rmt.

8 Manhole type "B" circular type having inside diameter of minimum 1500 mm. GWSSB

Providing and constructing Sewer manholes, scraper manhales and unit house Item No.

connection chamber, as per the type design brick masonry C.M 1:5 and inside 2(B)

and outside 20mm thick plastering in C.M 1:3 necessary 100 mm coping with P.no.101

reinforcement in RC CM 200 fixing C I steps and fixing manhole frame and

covers over manholes and house 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

a) 1.00 For Depth upto 1.5 M It 2.B-1 No

b) 1.00 For Depth upto 1.5 M to 4.00 Mt It 2.B-2 Rmt.

9 Manhole type "C" circular type having inside diameter of minimum 1500 mm. GWSSB

Providing and constructing Sewer manholes, scraper manhales and unit house Item No.

connection chamber, as per the type design brick masonry C.M 1:5 and inside 2(C)

and outside 20mm thick plastering in C.M 1:3 necessary 100 mm coping with P.no.101

reinforcement in RC CM 200 fixing C I steps and fixing manhole frame and

covers over manholes and house 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

a) 1.00 For Depth upto 4.0 M It 2.C-1 No

b) 1.00 For Depth upto 4.0 M to 6.00 Mt It 2.C-2 Rmt.

10 1.00 Providing and constructing rectangular brick masonry chamber for house GWSSB No

connection as per type design in brick masonry in C M 1 3 including M-100 in Item No.

foundation M-150 in benching inside plastering in C. M. 1 3 and outside P.no.102

plastering in C. M. 1:3 coping in M200 and f1x1ng RCC precast manhole frame

and covers and all necessary fittings emgineer in charge.

11 1.00 Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of GWSSB Cum

surplus stuff as directed within all lead and lift. It No.14.1

12 1.00 Refilling the pipeline trenches incl. ramming, watering, consolidating with GWSSB Cum

selected soil brought from outside including all lead as directed within all lead It No.14.2

and lift. P.N.43

13 1.00 Providing & fixing M.S. Grill for with necessary fitting with necessary fitting RA Kg

with one coat of primer as per details given by engineer in charge.

14 1.00 Dismentaling the existing structure including removing and stacking the 27001A Cum

dismentelled materials as and where directed. (A) R.C.C. work

Item Quantity Item of Works Unit Unit Rate (Rs.)

15 1.00 Demolition of Brick work and stone masonry including stacking of serviceable 20003B Cum

materilas and disposal of unserviceable materials with all lead and lift.(ii) In

16 1.00 Dewatering by pumping set of required capacity including temporary platform GWSSB HP/hr.

carting pumping at site and fixing the same in position including all accessories It. No.1

and fuel and labour etc. complete. (Pump set of capacity) P.N.104

17 1.00 Labour charges for repairing leakage in CI/DI pipeline of following diameter at GWSSB Nos

different places including necessary excavation manually or by machinery, It No.3

removing of mud, dewatering, cleaning of pipe, cutting of pipe, Jointing & P.N.75

repairing using CID joints including CID joints, rubber rings, nut bolts, hiring

excavator, Hydra/ Crane, dewatering machine, fuel, operator etc complete

(including cost of jointing material and cost of pipe)

b) 1.00 100 mm dia It No. 3 (2) Nos

c) 1.00 150 mm dia It No. 3 (4) Nos

d) 1.00 200 mm dia It No. 3 (5) Nos

e) 1.00 250 mm dia It No. 3 (6) Nos

f) 1.00 300 mm dia It No. 3 (7) Nos

18 1.00 Labour charges for repairing of leakage in PVC pipeline of folling dia meter at GWSSB Nos

different places including necessaryexcavation manually or by mechanise It No.6

excavation, dewatering removing of mud, cleaning of pipe and leakageportion, P.N.75

cutting the pipeline & removing piece of pipe from trench with inclussive of

mechanical devices JCB,Hydra/Crain if necessary & labours required with

providing material such couplers, solution etc. comp. (incl. allmaterial but Exclu.

cost of pipe) a) 90 mm dia

b) 1.00 110 mm Dia. It No. 6 (2) Nos

c) 1.00 125 mm Dia. It No. 6 (3) Nos

d) 1.00 140 mm Dia. It No. 6 (4) Nos

e) 1.00 160 mm Dia. It No. 6 (5) Nos

19 Drilling of Horizontal bore hole for water main pipeline under the Railway/ GWSSB

Road tracks in all strata ,-.iln requirecl length inclucling fixing of M.S.(or as It. No.13

specified by Rai vay / Road authority) casing pipe of suitable si e and P.N.110

Thickness. Rate includes the cost of Drilling of bore hole • casing pipe &

welding pushing etc complet but excluding the cost of water main. valves and

other Items. Entire work should be

as per Approved Drawing and as per instruclion ol Railway/ Road authority for

Following diameter of Bore hole. [Of MS pipe

a) 1.00 Horizontal Drillinq-900:&. MS Casing Pipe--800 thicl::12 13.1 Rmt

b) 1.00 Horizontal Drillino-600:& MS Casing Pipe-500 thick:8 13.2 Rmt

c) 1.00 Horizontal Drillinq-500:& MS Casing Pipe-400 thick:6 13.3 Rmt

d) 1.00 Horizontal OrillinQ-300:& MS CasinQ Pipe-250 thick:5 13.4 Rmt

20 1.00 Renovation of manhole by increasing the height at top including cost of GWSSB No

excavation, refitting of C.I. manhole frame and cover curing etc. commplete incl. It. No.10

all carting and providing of materials which is required for the purpose (except P.N.103

manhole frame and cover) for all type manhole by providing RCC 1:2:4 partition

walls with required reinforcement 25cm thick and circular opening with 500mm

clear dia and 0.40 mt. av. ht.

21 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at GWSSB

site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and Item No.

as per type design & Drawing including cost of reinforcement M.S. Angles or 10.4.A

Flat, curing mold work etc. P.no.16

Item Quantity Item of Works Unit Unit Rate (Rs.)

a) 1.00 Heavy Duty Frame 50cm Opening of MH 10.4.A (1) No.

b) 1.00 Heavy Duty Cover suitable for 50cm opening of MH 10.4.A (2) No.

22 1.00 Providing and supplying ISi marked only Standard length Stoneware pipes in 11.2 (2) Rmt

standard lengths of following class and diameter including all loxes, insurance, pg

transportation, freight charges. octroi. inspection charges, loading, unloading,

conveyance lo departmental stores. stockng etc. complete. (IS - 651 / 1989)

23 1.00 Lowering, laying and jointing Stone Ware pipes of following diameters with 12 (3) Rmt

cement joints in C. M. 1 :1 proportion in proper position, grade and alignment at pg no

all level as directed by Engineer-in-charge including conveyance from stores to

site of work, Jointing material etc. comp. (a) 150 mm

24 1.00 Providing and Laying W.B.M., in one layers, using B.T.M.C. metal of size RA Cum

40mm to 63mm in layers including 16% stone screening 13.2mm size and 8%

stone dust as filler, including spreading, watering and cosolidation by vibratory

roller as per MoRTH specifications etc. complete as directed by Engineer-in-

25 1.00 Providing and casting in situ controlled trimix cement concrete M-250 for RA Cum

average 200mm thick road work laid as directed including adding super

platisizer admixture of IS make and providing and laying M.S. side rail of road

thickness with necessary nut bolts plates fixing as per width applying plate

vibrator (electric or diesel) on channel compressor with vacuum dewatering

system by using all necessary equipments and materials and machinery such as

running screed vibrator on prelaid M.S. channel for leveling ,Vacume pump,

floating and power towelling etc with filling the joints with bitumen as directed

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.

[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 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] The contractor shall exhibit a Board as per Govt. No.806/3277/1657 Dt. 26-04-78 (guj) RGR-No.TNC-1090/24-C Dated 29-11-90

[5] Testing of materials charge paid by contractor

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

Signature of Contractor