RWSS General - Rejuvenation Programme.

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

PART - I OPEN WELL

Excavation for well including removing and spreading the excavated stuff as directed with lead up to 90 mt.

1.1.1 (a) 0.0 mt. to 1.50 mt. depth. 75.36 128.00 Rupees One Hundred Twenty Eight only Cum

In all sorts of soil & soft Murrum

(b) 1.50 mt. to 3.00 mt. depth.

1.2.1 52.75 141.00 Rupees One Hundred Forty One only Cum

In all sorts of soil & soft Murrum

(h) 10.50 mt. to 12.00 mt. depth.

1.2.2 22.61 199.00 Rupees One Hundred Ninety Nine only Cum

(c) 3.00 mt. to 4.50mt. depth.

1.3.1 30.14 155.00 Rupees One Hundred Fifty Five only Cum

In all sorts of soil & soft Murrum

1.3.2 In Hard Murrum 45.22 213.00 Rupees Two Hundred Thirteen only Cum

(d) 4.50 mt. to 6.00 mt. depth.

1.4.1 22.61 172.00 Rupees One Hundred Seventy Two only Cum

In all sorts of soil & soft Murrum

1.4.2 In Hard Murrum 37.68 230.00 Rupees Two Hundred Thirty only Cum

1.4.3 In Soft rock 15.07 317.00 Rupees Three Hundred Seventeen only Cum

(e) 6.00 mt. to 7.50 mt. depth.

1.5.1 7.54 190.00 Rupees One Hundred Ninety only Cum

In all sorts of soil & soft Murrum

1.5.2 In Hard Murrum 45.22 249.00 Rupees Two Hundred Forty Nine only Cum

1.5.3 In Soft rock 22.61 336.00 Rupees Three Hundred Thirty Six only Cum

(f) 7.50 mt. to 9.00 mt. depth.

1.6.1 5.77 210.00 Rupees Two Hundred Ten only Cum

In all sorts of soil & soft Murrum

1.6.2 In Hard Murrum 23.08 269.00 Rupees Two Hundred Sixty Nine only Cum

1.6.3 In Soft rock 23.08 358.00 Rupees Three Hundred Fifty Eight only Cum

1.6.4 In Hard rork 5.77 748.00 Rupees Seven Hundred Forty Eight only Cum

(g) 9.00 mt. to 10.50 mt. depth.

1.7.1 2.89 233.00 Rupees Two Hundred Thirty Three only Cum

In all sorts of soil & soft Murrum

SCHEDULE-B vadgamda 1 Schedule-B

1.7.2 In Hard Murrum 17.31 291.00 Rupees Two Hundred Ninety One only Cum

1.7.3 In Soft rock 25.97 389.00 Rupees Three Hundred Eighty Nine only Cum

1.7.4 In Hard rork 11.54 779.00 Rupees Seven Hundred Seventy Nine only Cum

(h) 10.50 mt. to 12.00 mt. depth.

1.8.1 17.31 317.00 Rupees Three Hundred Seventeen only Cum

1.8.2 In Soft rock 23.08 422.00 Rupees Four Hundred Twenty Two only Cum

1.8.3 In Hard rork 17.31 812.00 Rupees Eight Hundred Twelve only Cum

(i) 12.00 mt. to 13.50 mt. depth.

1.9.1 11.54 343.00 Rupees Three Hundred Forty Three only Cum

1.9.2 In Soft rock 23.08 455.00 Rupees Four Hundred Fifty Five only Cum

1.9.3 In Hard rork 23.08 844.00 Rupees Eight Hundred Forty Four only Cum

(j) 13.50 mt. to 15.00 mt. depth.

1.10.1 2.89 368.00 Rupees Three Hundred Sixty Eight only Cum

1.10.2 In Soft rock 23.08 487.00 Rupees Four Hundred Eighty Seven only Cum

1.10.3 In Hard rork 31.74 878.00 Rupees Eight Hundred Seventy Eight only Cum

(k) 15.00 mt. to 16.50 mt. depth.

1.11.1 42.39 910.00 Rupees Nine Hundred Ten only Cum

(l) 16.50 mt. to 18.00 mt. depth.

1.12.1 42.39 943.00 Rupees Nine Hundred Forty Three only Cum

(m) 18.00mt. to 19.50mt. depth.

1.13.1 42.39 976.00 Rupees Nine Hundred Seventy Six only Cum

(n) 19.50 mt. to 21.00 mt. depth.

1.14.1 42.39 1,012.00 Rupees One Thousand Twelve only Cum

(o) 21.00 mt. to 22.50 mt. depth.

1.15.1 42.39 1,053.00 Rupees One Thousand Fifty Three only Cum

(p) 22.50 mt. to 24.00 mt. depth.

1.16.1 42.39 1,094.00 Rupees One Thousand Ninety Four only Cum

Extra for dewatering for excavation in wet condition and in all strata.

2.1 25.12 32.00 Rupees Thirty Two only Cum

(a) 3.00 mt. to 4.50mt. depth.

2.2 (b) 4.50 mt. to 6.00 mt. depth. 75.36 43.00 Rupees Forty Three only Cum

2.3 (c) 6.00 mt. to 7.50 mt. depth. 75.36 60.00 Rupees Sixty only Cum

2.4 (d) 7.50 mt. to 9.00 mt. depth. 57.70 77.00 Rupees Seventy Seven only Cum

2.5 (e) From 9.0 to 10.50mt. depth. 57.70 96.00 Rupees Ninety Six only Cum

2.6 (f) From 10.5 to 12.00mt. depth. 57.70 111.00 Rupees One Hundred Eleven only Cum

SCHEDULE-B vadgamda 2 Schedule-B

2.7 (g) From 12.00 to 13.50mt. depth. 57.70 139.00 Rupees One Hundred Thirty Nine only Cum

2.8 (h) From 13.50 to 15.00mt. depth. 57.70 186.00 Rupees One Hundred Eighty Six only Cum

2.9 (i) From 15.00to 16.50mt. depth. 42.39 191.00 Rupees One Hundred Ninety One only Cum

2.10 (j) From 16.50 to 18.00mt. depth. 42.39 218.00 Rupees Two Hundred Eighteen only Cum

2.11 (k) From 18.00. to 19.50mt. depth. 42.39 251.00 Rupees Two Hundred Fifty One only Cum

2.12 (l) From 19.50. to 21.00mt. depth. 42.39 273.00 Rupees Two Hundred Seventy Three only Cum

2.13 (m) From 21.00 to 22.50 mt. depth. 42.39 309.00 Rupees Three Hundred Nine only Cum

2.14 (n) From 22.50 to 24.00mt. depth. 42.39 341.00 Rupees Three Hundred Forty One only Cum

Supplying cutting, bending, binding and placing in position steel as per plan and design and as per ISS

including cost of steel and binding wire for reservoirs / structures only incl. lift upto 6 mt. height.or depth below GL Rupees Seven Thousand Three Hundred Twenty

for all diameters -- do-- Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters .( TMT Bars.) & Paise Eighty only

From 0.00 to 06.00 mt Depth& Ht

Providing and laying cement concrete 1:2:4 (1-cement:2 Coarse sand:4 graded stone aggregate 20 mm nominal

Rupees Five Thousand Nine Hundred Eighty Four

4.1 size) and curring complete in cost of form work but excluding cost of reinforcement for well staining work 28.42 5,984.00 Cum

(A) Up to 6.00 mt ht & depth

4.2 (B) 6.00 to 12.00 mt depth 23.36 6,089.00 Rupees Six Thousand Eighty Nine only Cum

Rupees Six Thousand One Hundred Ninety Four

Purchasing, supplying and fixing at site of work with Railway freight, loading, unloading carting etc. complete such Rupees Seven Thousand Three Hundred Thirty Six

as joints channels angles iron rail etc. comp. 150mm x 75mm ISMB & Paise Ten only

Filling in foundation and plinth murrum or sand brought from out side layers not exceeding 200 mm including Rupees One Hundred Thirty Five & Paise Fifty Six

watering ramming etc.complete. Lead 10 km only

Total Part-I ₹.

PART - II PIPE LINE

Providing and supplying ISI mark G.I. pipes with Couplings of following class and diameter including all taxes,insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc.

complete. (IS -1239) (Not for well/tube well column pipe) and Lowering, laying and jointing G. I. pipes with G. I. specials of

7.0 30.00 625.00 Rupees Six Hundred Twenty Five only Rmt.

following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance from stores

to site of work, labour, giving hydraulic testing, etc. comple

(a) G.I. Pipes. 80 mm dia. Medium duty. With fixing

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

8.1 complete. 4.00 236.00 Rupees Two Hundred Thirty Six only No.

(a) 90 mm dia PVC Bend

8.2 (b) 90 mm dia PVC Tee 2.00 324.00 Rupees Three Hundred Twenty Four only No.

8.3 (c) 90 mm dia PVC taile piece wth MS flage 4.00 236.00 Rupees Two Hundred Thirty Six only No.

8.4 (d) 90 mm dia PVC FTA/MTA (MR) 4.00 109.00 Rupees One Hundred Nine only No.

SCHEDULE-B vadgamda 3 Schedule-B

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest Edition) of following class and diameter including all

taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete and Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves,

9.0 2.00 3,052.00 Rupees Three Thousand Fifty Two only No.

Sluice valves and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic

testing, etc. complete.

(a) 80 mm dia Sluice Valve- PN -1 with Hand Wheel,/cap operated PD Short Body

Raising of air valve on 3.0mt. Long G.I.A class pipe including providing and fixing G.I. Pipes 3mt. Long saddle piece / M.S. clamps

10.0 of suitable size including cutting, threading, welding of flange including c.c. 1:2:4 etc. complete as directed. 5.00 3,023.00 Rupees Three Thousand Twenty Three only No.

(a) 25 mm diaSA. acting air valve

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

11.1 511.20 89.00 Rupees Eighty Nine only Cum.

cleaning the site etc. complete for all lifts and strata as specified. Up to 1.50 mt Depth.

(a) In soil & soft murrum.

11.2 (b) In hard murrum. 511.20 135.00 Rupees One Hundred Thirty Five only Cum.

11.3 (c) In Soft rock. 127.80 163.00 Rupees One Hundred Sixty Three only Cum.

11.4 (d) In Hard rock. 127.80 372.00 Rupees Three Hundred Seventy Two only Cum.

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

12.0 conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as 2100.00 17.00 Rupees Seventeen only Rmt.

per ISI code. (a) 90 mm dia PVC pipe 6 Kg/Cm2

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

13.0 size) Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil works but excl. cost of excavation and refilling, with cast 2.00 5,380.00 Rupees Five Thousand Three Hundred Eighty only No.

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 cm 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

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 3 km.

14.0 1254.09 22.00 Rupees Twenty Two only Cum.

Refilling as directed

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

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

Total Part-II ₹.

PART :I: Open Well ₹.

PART :II: Pipe Line ₹.

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 .

SCHEDULE-B vadgamda 4 Schedule-B

Signature of contractor

Deputy Executive Engineer Executive Engineer

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

SCHEDULE-B vadgamda 5 Schedule-B