Rectification work in Jampur distributary of Gadsisar Branch Canal Network.

(A) PercentageRateTender(UptoINR50Cr.)

Name of Work :- “Rectification work in Jampur distributary of Gadsisar Branch Canal Network. "

Sr. Item Rate Amount

Item Description Quantity Unit

Clearing the canal land width including removing the trees up to 0.50 m. girth, bushes shrubs etc.

including depositing the materials outside the canal land width as directed etc.complete.

Dismantling the C.C. lining including including disposing off the dismentalled materials as directed etc.

Excavation in all sorts of soil (including wet and slushy condition of soil) with yellow, sandy, gravelly soil

including soft murrum & H.M. including sorting & stacking and depositing the excavated stuff in uniform

3 S-1(A) layers as and where directed upto lead of 30m and lift as shown below including clearing the site etc. 8508.20 m3 79

complete (including dewatering).

(a) 0 to 3 Mt. depth For All canal capacity

Trimming of the canal section manually for preparing subgrade for laying cement concrete lining in all

sorts of soil and murrum including watering and compacting bed etc. complete.

Providing and laying HDPE liner of 750 micron in bed and slopes of canal at the required level below

lining as per drawing and as directed etc. complete.

Providing and Fixing MS Welded Wire Mesh of size150mm x150mm x3.8mm dia including cutting in

required size,fixing in canal prism including cover block & binding wire etc.complete as directed

Providing and laying plain/reinforced cement concrete lining of M 15 (MSA 20 mm) in bed, side slopes

including batching, mixing, transporting, placing, vibrating, smooth finishing, curing including

dewatering where required. (MACHINERY BASED by "FLORI" - WITHOUT PAVER )( INCLUDING

WATER/MEMBRANE CURING)

(A)7.5 cm thick lining in Bed/Slope (with water curing)

8 (i) (A)7.5 cm thick lining in Slope (with membrane curing) 178.84 m2 338.8

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and

other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and

scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and

stacking the serviceable material with all lifts and lead of 1000 metres)

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

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)

E-12 Compaction of earth work in embankment in layers of 15 cms to 23 cms thick at requisite moisture

11 content to required dry density including necessary watering and rolling with roller of suitable type. 238.00 m3 18

S-4(D) Providing and laying CC 1:2:4 grade using cement, sand & crushed metal incuding providing & erecting

necessary form work, centering, vibrating, smooth finishing, watering & curing as directed with all leads

& lifts etc. complete.

(b) Super Structure

S-6(a) Providing &laying plain / reinforced ordinary portland cement concrete of various grade with cement,

sand, and coarse aggregates including centering, shuttering, batching, mixing, transporting, placing,

vibrating, smooth finishing, curing etc. complate. ( MANNUALLY WITH CONVENTIONAL MIXER )

(INCLUDING DEWATERING)

(B)(i) M 15 grade. cement level is 300 kg.

Raft, Bottom slab of barrel, bottom slab of sump, approach slab and chute floor slab, etc.(iii) M

grade cement level is 380kg.

Walls of barrels, breastwall, staunching rings, pedestals of bearing, stoplog piers, well staining,

transitionwall, etc.(iii) M 25 grade cement level is 380kg.

Providing and laying TMT Fe -500D steel bar reinforcement for R.C.C. works and anchor bars with

providing binding wires including cuting. bending. welding, binding in position, hooking, placing in

position with all leads & lifts etc. complete.

(c) TMT Fe-500D

Dismantling the existing road surface including sorting and stacking of useful and un useful material

17 S-50 from the dismantled material as directed under detailed specifications etc. complete. (B) Asphalt Road 75.00 Sqmt 51.5

Providing, supplying, Lowering, Laying, Jointing and testing Glass fibre reinfor ced polyester pipes

confirming to BIS -12709 / BIS 14402 with double bell REKA GRP coupling EPDM rubber gaskets for

sealing of following pressure diameter and stiffness class including cost of all material and labour

required, insurance, transportation to store, unloading and stacking excluding GST levied by GOI &

GOM in all respect etc. complete. A).Class (SN) 5000 b) Test pressure 6kg/cm2

(xii) 1200mm dia

Backfill with selected earth including ramming consolidation including watering with lead as under and

19 S-2 all lifts etc. complete. 7419.40 m3 67

Sand filling in foundation in between top and bottom plug in

layers including compacting as directed.

Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts

21 S-13 including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 15.00 Rmt 7235.57

458 / 1971 Class NP3 of following internal diameter. 1400 mm dia.

Providing diversion of road during construction and maintenance of the same till completion of

22 R-14 structure including red signal. 0.10 Km 1062410

(a) For cart track or V.R