BID DOCUMENT FOR OUTLET DEVLOPMENT WORK OF SHERKAND LAKE AND PILVAI LAKE AT NADIAD FOR NADIAD MUNICIPAL CORPORATION._2ND CALL

Total Amount Rs:-

Sr. No. Description Qty Unit Rate Amount

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

1.01 ----- As Above--------- 'Hard Murrum 652.50 Cu Mt 256.12

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

Soft Rock Not Requiring Blasting

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting

out and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead

Soft Rock Not Requiring Blasting

Uncoursed Rubble Masonry with hard stone of approved quality in foundations

4.00 and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5-coarse sand including levelling up 548.10 Cu Mt 2344.91

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

7.00 (excluding cost of reinforcement) with centering and shuttering/deshuttering 363.31 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

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 :- For Slab With Shuttering

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

9.00 reseNoirslstructures only including ift up to 6 meter height or depth below G.L. 99.27 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

10.00 foundations etc. in layers notexceeding 20 cm. in depth consolidating each 1161.40 Cu Mt 130.39

disposited layer by ramming and watering

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR OUTLET DEVLOPMENT WORK OF SHERKAND LAKE AND PILVAI LAKE AT NADIAD FOR NADIAD MUNICIPAL CORPORATION.

CONSTRUCTION WORK OF BOX DRAIN IN SHERKAND LAKE BOX CULVERT TO BOX DRAIN

Sr. No. Description Qty Unit Rate Amount

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,

sludge, excavated rock, fly ash, aggregates of any kind executed outside the

road site. Rate also includes spreading & levelling etc complete. Internal

conveyance above 50 mt done within the work site is not payable.

Lead From 4 Km to 5 Km

11.01 Lead From 5 Km to 10 Km 1048.37 Cu Mt 78.54

Providing Supplying Of CI Step In Open Box Drain - Size Length 0.90 Mtr x

Fixing C. I. steps in masonry in C. M. 1:3 nclud1ng necessary C.C. for jointing

etc. complete during progress of the work.

20mm thick sand faced cement plaster on walls upto height 10 metres above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats)

to give an approved brand and manufacture and of required shape even shade

after thoroughly brushing the surface to remove all dirt and remains of loose

powered materials.

Dewatering by pumping set of required capacity including temporary platform

16.00 carting pumping at site and fixing the same in position including all accessories. 101250.00 Hp/Hr 18.32

and fuel and labour etc. complete.

Fabricating, supply and erecting in position Standard Structural steel sections

conforming to IS 2062 for railing , skywalk, stair, or other works using ISMB,

ISA, ISMC, MS plate, flat, square bars, pipe, square pipe, rectangular sections,

square section, tube, etc. including welding, cutting, wastage, etc. complete.

The rate is inclusive of welding rod, supply & fixing of correct size nut, bolts,

washers, including one primer coat of red lead paint conforming IS:102 Zinc

17.00 chromate paint conforming to IS:104 followed by two coat of aluminium paint 16312.50 Kg 126.68

as per IS:2339 OR enamel paint of color as selected by engineer incharge, with

all contractor's materials, labour, tools & plants, in bolted/welded construction

as directed by Engineer-in Charge. The waste cut pieces shall not be included

in the paying quantity. The work shall be done as per drawing and

specification. The work shall be carried out as per IS:800, IS:816

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR OUTLET DEVLOPMENT WORK OF SHERKAND LAKE AND PILVAI LAKE AT NADIAD FOR NADIAD MUNICIPAL CORPORATION.

CONSTRUCTION WORK OF BOX DRAIN IN SHERKAND LAKE BOX CULVERT TO BOX DRAIN

Sr. No. Description Qty Unit Rate Amount

Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet,

reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for

making temporary sufficient nos of lighting arrangement through out the work

with necessary required arrangement. The same shall be removed after

completion of work. (Only for break down work from start to complete)

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

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR OUTLET DEVLOPMENT WORK OF SHERKAND LAKE AND PILVAI LAKE AT NADIAD FOR NADIAD MUNICIPAL CORPORATION.

CONSTRUCTUCTION WORK OF BOX CULVERT IN SHERKAND LAKE OUTLET MAIN ROAD

Sr. No. Description Qty Unit Rate Amount

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

'Loose Or Soft Soil

1.01 Hard Murrum 197.96 Cu Mt 256.12

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

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

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

Extra for additional depth more than 5.0 m for excavation for foundation

including sorting out and stacking of useful materials and disposing of the

excavated stuff upto 50 m lead

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Uncoursed Rubble Masonry with hard stone of approved quality in foundations

6.00 and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5-coarse sand including levelling up 406.56 Cu Mt 2344.91

Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop.

1:2:4) (proportions as per mix design or as per Table 9 of 1S456 2000 in masses

by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm

for RCC work, including scaffolding centering, forn work, needle vibrated

consolidation, curing comp. up to 6 meter deplh or hei;iht (excluding cost of

reinforcement and neat finishing) with centering and huttering/deshuttering

etc. comp. for structure for olher than water retaining 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

9.00 (excluding cost of reinforcement) with centering and shuttering/deshuttering 134.23 Cu Mt 9295.45

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

structures :- Vertical Wall Above 25 CM

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 structure -

Beams/ ring beams/girders

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR OUTLET DEVLOPMENT WORK OF SHERKAND LAKE AND PILVAI LAKE AT NADIAD FOR NADIAD MUNICIPAL CORPORATION.

CONSTRUCTUCTION WORK OF BOX CULVERT IN SHERKAND LAKE OUTLET MAIN ROAD

Sr. No. Description Qty Unit Rate Amount

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 :- For Slab With Shuttering

Providing and casting in situ ordinarycement concrete M-300 for average

12.00 mm thick wearing coat laid as directed including tamping ,vibrating, finishing, 19.10 Cu Mt 4468.87

curing and filling in joints with bitumen complete.

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

13.00 reseNoirslstructures only including ift up to 6 meter height or depth below G.L. 67.37 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

14.00 foundations etc. in layers notexceeding 20 cm. in depth consolidating each 1060.39 Cu Mt 130.39

disposited layer by ramming and watering

20mm thick sand faced cement plaster on walls upto height 10 metres above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats)

to give an approved brand and manufacture and of required shape even shade

after thoroughly brushing the surface to remove all dirt and remains of loose

powered materials.

Providing and laying - Fitter Media 600mm thick directed at the back of

abutments, returns and wing walls as per detailed specifications.

18.00 Supplying promoulded bituminous joint filler.(iii) 25mm thick 4.32 Cu Mt 802.87

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of

19.00 100mm including laying in proper grade and jointing the completed as per 60.00 Each 45.81

detailed specification

Provding C.I. 100mm diameter water spouts including necessary iron gratings

as per drawings

Distempering with dry distemper of approved brand and manufacture (two

coats) and of required shade on wall surfaces of given an even shade, over and

21.00 including a priming coat of whiting after thoroughly brooming the surface free 55.55 Sq Mt 47.41

from mortar dropping and other foreign matter

Distempering with dry distemper of approved brand and manufacture (One

coats) and of required shade on wall surfaces of given an even shade, after

22.00 thoroughly brushing the surface clean of all grease, dirt, loose pieces of scales 55.55 Sq Mt 14.96

including preparing the surface even and sand papered smooth

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

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

23.00 O.M.C. to required dry density including filling the depression which occur 840.00 Cu Mt 169.44

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

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR OUTLET DEVLOPMENT WORK OF SHERKAND LAKE AND PILVAI LAKE AT NADIAD FOR NADIAD MUNICIPAL CORPORATION.

CONSTRUCTUCTION WORK OF BOX CULVERT IN SHERKAND LAKE OUTLET MAIN ROAD

Sr. No. Description Qty Unit Rate Amount

Diversion sing board :-Providing & Fixing sign boards made out of 2mm

aluminium sheet, size 180 x 60 cms. rectangle as per the attached drawing pre

treated with phospheting process & acid etching. coated with one coat of

epoxy priemr and two coats of best quality epoxy paint reflectorised with retro

reflective sheeting as per latest M.O.S.T. Specifications; Letters and numerals

24.00 should be as per IRC-30-1968,3.1m long (2nos) stand post and frame 2.00 Nos 6798.92

fabricated from iron angle of 35x35x3mm, 50x50x5mm painted with best

quality epoxy coatings in blak and white bends. The fixing at site shall be in

1:2:4 CC block of size 45 x 45x 60cms for each leg, including excavation curing

etc. complete under the supervision of engineer in charge.(A) Engineer

Dewatering by pumping set of required capacity including temporary platform

25.00 carting pumping at site and fixing the same in position including all accessories. 75000.00 Hp/Hr 18.32

and fuel and labour etc. complete.

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x

cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in

26.00 black and white bends. The details of symbol for each board shall be as per the 2.00 Nos 3906.19

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 years for the

Retro reflective sheeting from original manufacturer & a certified copy of

year outdoor exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective

Credit Of Dismentalling Structure ( Existing Box Culvert Part ) Reinforcement

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