BID DOCUMENT FOR CONSTRUCTION OF BOX DRAIN AT MULESHWAR TALAV TO MARIDA ROAD AND PILVAI OUTLET TO MAIN ROAD FOR NADIAD MUNICIPAL CORPORATION.

Total Amount Rs:-

Sr. No. Description Qty Unit Rate Amount

Demolition including stacking of serviceable materilas and

1.00 disposal of unserviceable materials with all lead and lift. (i) R.C.C. Work 581.88 Cu Mt 1030.81

Excavation for foundation upto 1.5 m depth including sorting out and stacking

of useful materials and disposing off the excavated stuff upto 50 Meter lead

For Soft Soil & Soft Murrum

2.01 -------- As Above ------------- Dense Or Hard Soil 1918.20 Cu Mt 149.67

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto

Providing and casting in situ mass cement concrete in grade M-10 (approx.

corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to

mm incl. consolidation curing etc. complete. With Form Work

Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per

mix design by weigh batching using grariite, quartzite trap metal of size 12 mm

to 20 mm and or 6 mm to 12 mm including scaffolding centering formwork,

needle vibrated consolidation. curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and shuttering/deshuttering

etc. comp. up to 6 meter height /depth Av. G.L.for all water rataining

structures :- Bottom Raft With Shuttering

Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per

mix design by weigh batching using grariite, quartzite trap metal of size 12 mm

to 20 mm and or 6 mm to 12 mm including scaffolding centering formwork,

needle vibrated consolidation. curing and hydraulic testing etc. complete

6.00 (excluding cost of reinforcement) with centering and shuttering/deshuttering 788.37 Cu Mt 9295.45

etc. comp. up to 6 meter height /depth Av. G.L.for all water rataining

structures :- Vertical Wall Above 25 CM

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

and design and as per ISS 2502 including cost of steel and binding wire for

7.00 reseNoirslstructures only including ift up to 6 meter height or depth below G.L. 182.55 MT 90363.55

for all diameters :- Do-CRS steel all diameter Fe 500grade confirming to

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

8.00 foundations etc. in layers notexceeding 20 cm. in depth consolidating each 3311.25 Cu Mt 130.39

disposited layer by ramming and watering

Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of

approved qualitv including finishing etc. complete.

Dewatering by pumping set of required capacity including temporary platform

carting pumping at site and fixing the same in position including all accessories.

labour etc. complete

Clearing the silt from the drain bed by digging the same to

the required bed level and gradient including depositing the excavated earth

regularly in spoil bank for utilizing the same preparing the banks after breaking

clods as and where directed for lead upto 50 m. and all lifts FOR MAIN,

LATERAL & SUB-LATERAL DRAINS.

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR CONSTRUCTION OF BOX DRAIN AT MULESHWAR TALAV TO MARIDA ROAD AND PILVAI OUTLET TO MAIN ROAD FOR NADIAD

MUNICIPAL CORPORATION.

CONSTRUCTION BOX DRAIN AT MULESHWAR TALAV TO MARIDA ROAD AND PILVAI OUTLET TO MAIN ROAD

Sr. No. Description Qty Unit Rate Amount

Providing and supplying including fixing of FRC catpit frame and cover as per

required with suitable opening, The FRC catchpit features a robust frame with

a size of 36” x 36” (900 x 900 mm), a thickness of 7” (175 mm), and a weight of

159 kg. The cover measures 30” x 30” (750 x 750 mm) with a thickness of 4”

12.00 (100 mm) and a weight of 117 kg. It provides a clear opening of 24” x 24” (600 30.00 Nos 5000.00

x 600 mm) to facilitate access. The durable construction ensures reliability for

heavy-duty applications, meeting stringent performance standards including

cost of transportation, loading, unloading, fixing as per instruction given by

engineer in charge for suitable size of chamber size.

Labour charges for repairingof leakage in PVC pipeline of foiling dia meter at

different places including necessary excavation manually or by mect1anise

excavation, dewatering removing of mud, cleaning of pipe and leakage portion,

cutting the pipeline & removing piece of pipe from trench wItti inctussive of

mechanical devices JCB. Hydra/Crain if necessary & labours required w,!h

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

Exclu. cost of pipe) - 90 mm Dia

Earthwork for embankment including breaking clods, dressing with all lead and

lift and including watering rolling and consolidation of subgrade in layers at

14.00 O.M.C. to required dry density including filling the depression which occur 180.00 Cu Mt 169.44

during the process using power roller 8T to 10T.(E) From Borrow area within

Purchasing & supplying at site of works, with Railway freight, loading,

unloading, carting, etc. complete such as joints, channels, angles, iron rails, etc.

- do - M. S. Flats of various thickness - 8 MM Thickness Part For MS Square Jali

Part - 25 mm Center To Center Jali Part

Labour charges for lowering laying, erecting, fixing, various size of M. S. section

16.00 such as joints channel, angles plates etc. complete. Do With Fabrication 0.48 MT 13069.75

Total Amount Rs:-

Total Amount Rs:-

Say Amount Rs:-

Consultanting Civil Engineer

DD(OPC) PVT. LTD.

City Engineer Chief Accountant

Nadiad Municipal Corporation Nadiad Municipal Corporation

Dy. Municipal Commissioner Dy. Municipal Commissioner

Nadiad Municipal Corporation Nadiad Municipal Corporation