M & R of Dharoi Dam Based Sudrasana RWSS.

Item Item of Work Qty. Estimated Rates Unit Total amount

Item Item of Work Qty. Estimated Rates Unit Total amount

No estimated In figures In words according to

but may be Rs. Ps. estimated

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if

required as per required gradient and line including safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.

Up to 1.50 mt Depth.

1.1 (a) In soil & soft murrum. 317.00 89.00 Rupees Eighty Nine only Cum

1.2 (b) In hard murrum. 191.00 135.00 Rupees One Hundred Thirty Five only Cum

1.3 (c) Soft Rock 115.00 163.00 Rupees One Hundred Sixty Three only Cum

1.4 (d) Hard Rock 13.00 372.00 Rupees Three Hundred Seventy Two only Cum

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including

2.0 cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving

satisfactory hydraulic testing as per ISI code.

2.1 (a) 200 mm dia PVC pipe 6 Kg/Cm2 900.00 37.00 Rupees Thirty Seven only Rmt.

2.2 (b) 90 mm dia PVC pipe 6 Kg/Cm2 60.00 17.00 Rupees Seventeen only Rmt.

Providing and supplying at store or site of work including freight loading, unloading, stacking insurance and all

taxes etc. complete.

Rupees One Thousand Five Hundred Sixty Eight

3.1 200 mm dia PVC Elbow 1.00 1,568.00 No.

3.2 160 mm dia PVC Elbow 1.00 687.00 Rupees Six Hundred Eighty Seven only No.

3.3 90 mm dia PVC tail piece with flange 2.00 236.00 Rupees Two Hundred Thirty Six only No.

3.4 200 X 160 mm dia PVC TEE (M.R) 2.00 1,350.00 Rupees One Thousand Three Hundred Fifty only No.

3.5 200 X 90 mm dia PVC TEE (M.R) 2.00 1,050.00 Rupees One Thousand Fifty only No.

3.6 90 mm PVC MTA/FTA (M.R) 2.00 109.00 Rupees One Hundred Nine only No.

3.7 90 mm Elbow 2.00 216.00 Rupees Two Hundred Sixteen only No.

3.8 200 x 160 mm dia PVC Reducer 1.00 901.00 Rupees Nine Hundred One only No.

3.9 200 mm dia PVC Coupler 2.00 678.00 Rupees Six Hundred Seventy Eight only No.

Erection of airvalve riser by installing new M.S pipe of 6mm thick and 3.2mt length with necessary fittings such as

flange of appropriate size nut bolts and embeded the pipe in R CC M:15 with offset of 10 cm around pipe with Rupees Three Thousand One Hundred Twelve

necessary steel etc complete. only

(a) 50 mm Dia. Air Valve

SCHEDULE-B Jadar Pipeline jadar pipeline 1 Schedule-B

Labour charges for repairing of leakage in PVC pipeline of folling dia meter at different places including necessary

excavation manually or by mechanise excavation, dewatering removing of mud, cleaning of pipe and leakage

portion, cutting the pipeline & removing piece of pipe from trench with inclussive of mechanical devices JCB, Rupees One Thousand Six Hundred Twenty Nine

Hydra/Crain if necessary & labours required with providing material such couplers, solution etc. comp. (incl. all only

material but Exclu. cost of pipe)

(a) For 160 mm Dia. PVC Pipe

Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air

6.0 valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing,

etc. complete. Air valves single ball Flanged / screwed type

6.1 (a) 80 mm dia Sluice Valve- PN -1 1.00 400.00 Rupees Four Hundred only No.

6.2 (b) 50 mm dia air Valve 2.00 178.00 Rupees One Hundred Seventy Eight only No.

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a

7.0 604.78 22.00 Rupees Twenty Two only Cum

radius of 3 km. Refilling as directed

Construction of valves chambers in brick or bela stone masonry, locally available in C. M. 1:6. Foundation concrete

150 mm thick in C. C. 1:4:8 of trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3 and cement

pointing outside in C. M. 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each with

handles or MS Bar etc. complete as given size) Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil

8.0 1.00 5,380.00 Rupees Five Thousand Three Hundred Eighty only No.

works but excl. cost of excavation and refilling, with cast in situ RCC slab in one single piece with fixing of CI-MH

Frame and cover (excl. cost of CI-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6 (With

precast slab in two parts 15 mm)

Size of chamber 0.60 m x 0.60m and 1.00 mt. deep. --- with precast slab in two parts 15 mm

Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work curing consolidation Rupees Four Thousand One Hundred Thirteen &

etc. complete for various location on pipe line. using trap metal 20 mm nominal size Paise Eighty only

I/We am /are willing to carry out the work at __________% above/below ( % should be written in figures and words ) of the estimated cost mentioned above. Amount of my/our tender works out as under .

Estimated amount put to Tender . Estimated amt put to Tender .

Signature of contractor

Deputy Executive Engineer Executive Engineer

P.H. Sani. Sub Division-Idar P.H.Works Division-Himatnagar

SCHEDULE-B Jadar Pipeline jadar pipeline 2 Schedule-B