BID DOCUMENTS FOR CONSTRUCTION WORK OF SHED AND PAVER BLOCK WORK AT BAREJA, BAREJA NAGARPALIKA. DIST.: - AHMEDABAD 2ND CALL

NAME OF WORK :- BID DOCUMENTS FOR CONSTRUCTION WORK OF SHED AND PAVER BLOCK WORK AT BAREJA, BAREJA

NAGARPALIKA . DIST. :- AHMEDABAD_ 2ND CALL

RECAPTUALATION SHEET

SR. NO. ITEM DESCRIPTION AMOUNT IN RS.

SCHEDULE B-1 CONSTRUCTION OF FEBRICATION SHED NEAR SALAT VAS , AT BAREJA

CONSTRUCTION OF FEBRICATION SHED NEAR JOGNI MATA MANDIR , AT BAREJA

CONSTRUCTION OF FEBRICATION SHED NEAR JOGNI MATA MANDIR - 2 , AT

CONSTRUCTION OF FEBRICATION SHED AT KODIYAR MATA MANDIR , AT BAREJA

CONSTRUCTION OF SHED AND PAVER BLOCK NEAR BHADIYA DEV MANDIR NAAZ

ROAD , AT BAREJA

I / We am / are willing to carry out above work at ................................................. % above / below. In words

the tender rate, which mentioned above.

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Bareja Nagarpalika

Ahmedabad Bareja

Bareja Nagarpalika

BAREJA NAGARPALIKA - BAREJA

DISTRICT : AHMEDABAD

CONSTRUCTION OF FEBRICATION SHED NEAR SALAT VAS , AT BAREJA

Sr. No. Description Quantity Unit Rate Amount

Excavation for foundation up to 1.5 mt. depth including sorting

out and stacking of useful materials and disposing of the

excavated stuff up to 50 meter lead.(A) Loose or soft soil

PCC- Providing and laying cement concrete 1:3:6 (1-Cement : 3-

coarse sand : 6- hand broken stone aggregates 40 mmnominal

2 size) and curing complete including cost of formwork in (A) 0.17 Cu Mt 3730.74

Foundation and Plinth

FOOTING- Providing and laying controlled cement concrete

M.200 and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns and Mass

Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position complete upto

4 floor two level 24.30 Kg 76.21

20mm thick sand faced cement plaster on walls upto height

metres above ground level consisting of 12mm thick backing

5 coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing 1.44 Sq Mt 300.66

coat of C.M. 1:1 (1-cement : 1-sand) etc. complete

Finishing wall with weather proof exterior emulsion paint on

wall surface ( Two Coats ) to give an required shape even shade

6 after throughly brushing the surface to remove all dirt and 1.44 Sq Mt 114.53

remains of loose poedered materials etc complete.

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of

read lead paint. (A)In beams and joists, channels angles Tees,

7 flats, with connecting plates or angle cleats as in main and cross 5.03 Quintal 8413.48

beams. Hip and jack rafters, purlins conneted to common rafters

and the like - For Truss

Providing corrugated G.I. sheet of class-3 roofing fixed with

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

bitumen and G.I. limpet washer or G.I. limpet washer. filled with

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I. sheet class-3

fixed with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and

bitumen washer complete. (1) 0.80 mm thick sheet.

Filling available excavated earth(excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20cm. In

depth consolidating each disposited layer by ramming and

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Bareja Nagarpalika

Ahmedabad Bareja

BAREJA NAGARPALIKA - BAREJA

DISTRICT : AHMEDABAD

CONSTRUCTION OF FEBRICATION SHED NEAR JOGNI MATA MANDIR , AT BAREJA

Sr. No. Description Quantity Unit Rate Amount

Excavation for foundation up to 1.5 mt. depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to 50 meter

lead.(A) Loose or soft soil

PCC- Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

2 aggregates 40 mmnominal size) and curing complete 0.2535 Cu Mt 3730.74

including cost of formwork in (A) Foundation and

FOOTING- Providing and laying controlled cement

concrete M.200 and curing complete including the

cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level

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. complete

Finishing wall with weather proof exterior emulsion

paint on wall surface ( Two Coats ) to give an

required shape even shade after throughly brushing

the surface to remove all dirt and remains of loose

poedered materials etc complete.

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint. (A)In

beams and joists, channels angles Tees, flats, with

7 6.52 Quintal 8413.48

connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters, purlins conneted

to common rafters and the like - For Truss

Providing corrugated G.I. sheet of class-3 roofing

fixed with glavanished iron J or L Hooks, Bolts and

nuts 8mm diameter with bitumen and G.I. limpet

8 washer or G.I. limpet washer. filled with white lead 46.20 Sq Mt 727.13

complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I.

sheet class-3 fixed with G.I.J. or L Hooks and nuts

9 8mm dia G.I. Limpet and bitumen washer complete. 4.80 Sq Mt 641.94

(1) 0.80 mm thick sheet.

Filling available excavated earth(excluding rock) in

trenches. plinth, sides of foundations etc. in layers

10 not exceeding 20cm. In depth consolidating each 0.40 Cum 130.39

disposited layer by ramming and watering.

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Bareja Nagarpalika

Ahmedabad Bareja

BAREJA NAGARPALIKA - BAREJA

DISTRICT : AHMEDABAD

CONSTRUCTION OF FEBRICATION SHED NEAR JOGNI MATA MANDIR , AT BAREJA

Sr. No. Description Quantity Unit Rate Amount

Excavation for foundation up to 1.5 mt. depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to 50 meter

lead.(A) Loose or soft soil

Box cutting the road surface to proper slope and

camber for making a base for road work including

2 removing the excavated stuff and depositing on the 9.6 Cu Mt 102.93

road side slope as directed upto 50Mt.lead.

PCC- Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

3 aggregates 40 mmnominal size) and curing complete 10.107 Cu Mt 3730.74

including cost of formwork in (A) Foundation and

FOOTING- Providing and laying controlled cement

concrete M.200 and curing complete including the

cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level

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. complete

Finishing wall with weather proof exterior emulsion

paint on wall surface ( Two Coats ) to give an

required shape even shade after throughly brushing

the surface to remove all dirt and remains of loose

poedered materials etc complete.

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint. (A)In

beams and joists, channels angles Tees, flats, with

8 8.58 Quintal 8413.48

connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters, purlins conneted

to common rafters and the like - For Truss

Providing corrugated G.I. sheet of class-3 roofing

fixed with glavanished iron J or L Hooks, Bolts and

nuts 8mm diameter with bitumen and G.I. limpet

9 washer or G.I. limpet washer. filled with white lead 118.13 Sq Mt 727.13

complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I.

sheet class-3 fixed with G.I.J. or L Hooks and nuts

10 8mm dia G.I. Limpet and bitumen washer complete. 7.50 Sq Mt 641.94

(1) 0.80 mm thick sheet.

Filling available excavated earth(excluding rock) in

trenches. plinth, sides of foundations etc. in layers

11 not exceeding 20cm. In depth consolidating each 0.79 Cum 130.39

disposited layer by ramming and watering.

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade

of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design

12 Confirming to IS 15658 : 2006 including 35 mm Sand 96.00 Sq Mt 686.9

layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-

2018 etc. Complete.

Filling in foundation and plinthwithmurrumor

selectedsoil inlayersof20cm. thickness including

watering, ramming and consolidating etc. complete.

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Bareja Nagarpalika

Ahmedabad Bareja

BAREJA NAGARPALIKA - BAREJA

DISTRICT : AHMEDABAD

CONSTRUCTION OF FEBRICATION SHED NEAR JOGNI MATA MANDIR , AT BAREJA

Sr. No. Description Quantity Unit Rate Amount

Excavation for foundation up to 1.5 mt. depth

including sorting out and stacking of useful materials

and disposing of the excavated stuff up to 50 meter

lead.(A) Loose or soft soil

PCC- Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

2 aggregates 40 mmnominal size) and curing complete 0.7605 Cu Mt 3730.74

including cost of formwork in (A) Foundation and

FOOTING- Providing and laying controlled cement

concrete M.200 and curing complete including the

cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

Providing TMT Bar FE 500D reinforcement for R.C.C.

work including bending, binding and placing in

position complete upto floor two level

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. complete

Finishing wall with weather proof exterior emulsion

paint on wall surface ( Two Coats ) to give an

required shape even shade after throughly brushing

the surface to remove all dirt and remains of loose

poedered materials etc complete.

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint. (A)In

beams and joists, channels angles Tees, flats, with

7 18.87 Quintal 8413.48

connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters, purlins conneted

to common rafters and the like - For Truss

Providing corrugated G.I. sheet of class-3 roofing

fixed with glavanished iron J or L Hooks, Bolts and

nuts 8mm diameter with bitumen and G.I. limpet

8 washer or G.I. limpet washer. filled with white lead 409.50 Sq Mt 727.13

complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I.

sheet class-3 fixed with G.I.J. or L Hooks and nuts

9 8mm dia G.I. Limpet and bitumen washer complete. 11.70 Sq Mt 641.94

(1) 0.80 mm thick sheet.

Filling available excavated earth(excluding rock) in

trenches. plinth, sides of foundations etc. in layers

10 not exceeding 20cm. In depth consolidating each 1.19 Cum 130.39

disposited layer by ramming and watering.

Providing and fixing playground equipments of

approved company and brand directed by engineer

in charge incl. excavation, concrete work for

11 foundation of equipments with all required fittings 1.00 Nos. 26500

as directed by Engineer in charge etc. complete.

11.01 Plain Slide 1.00 Nos. 24500

11.02 4 Seater Arc Swing(Light) 1.00 Nos. 31000

11.03 4 Seater Arc Swing 1.00 Nos. 27000

11.04 Seesaw - 4 Seater 1.00 Nos. 16000

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Bareja Nagarpalika

Ahmedabad Bareja

BAREJA NAGARPALIKA - BAREJA

DISTRICT : AHMEDABAD

CONSTRUCTION OF FEBRICATION SHED NEAR JOGNI MATA MANDIR , AT BAREJA

Sr. No. Description Quantity Unit Rate Amount

Excavation for foundation up to 1.5 mt. depth including

sorting out and stacking of useful materials and disposing

of the excavated stuff up to 50 meter lead.(A) Loose or

Box cutting the road surface to proper slope and camber

for making a base for road work including removing the

2 excavated stuff and depositing on the road side slope as 18 Cu Mt 102.93

directed upto 50Mt.lead.

PCC- Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone aggregates

3 40 mmnominal size) and curing complete including cost of 19.911 Cu Mt 3730.74

formwork in (A) Foundation and Plinth

FOOTING- Providing and laying controlled cement

concrete M.200 and curing complete including the cost of

formwork but excluding the cost of reinforcement for

reinforced concrete work in (A) Foundations, footings,

Base of columns and Mass concrete

Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position

complete upto floor two level

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)

Finishing wall with weather proof exterior emulsion paint

on wall surface ( Two Coats ) to give an required shape

even shade after throughly brushing the surface to

remove all dirt and remains of loose poedered materials

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying a

priming coat of read lead paint. (A)In beams and joists,

channels angles Tees, flats, with connecting plates or

8 17.14 Quintal 8413.48

angle cleats as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters and the like -

Providing corrugated G.I. sheet of class-3 roofing fixed

with glavanished iron J or L Hooks, Bolts and nuts 8mm

diameter with bitumen and G.I. limpet washer or G.I.

9 limpet washer. filled with white lead complete excluding 211.58 Sq Mt 727.13

the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick

Providing ridges or hips 600 mm overall in plain G.I. sheet

class-3 fixed with G.I.J. or L Hooks and nuts 8mm dia G.I.

10 Limpet and bitumen washer complete. (1) 0.80 mm thick 9.30 Sq Mt 641.94

Filling available excavated earth(excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

11 exceeding 20cm. In depth consolidating each disposited 0.32 Cum 130.39

layer by ramming and watering.

Providing and fixing pre-cast Rubber Dye / steel Dye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and

as per approved design Confirming to IS 15658 :

12 including 35 mm Sand layer for levelling and filling the 180.00 Sq Mt 686.9

joint with sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

Filling in foundation and plinthwithmurrumor

selectedsoil inlayersof20cm. thickness including watering,

ramming and consolidating etc. complete.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement :

5 -fine sand)(B)

Providing and Laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding the

cost of reinforsement for R.C.C work in (ii) Slabs having

more than 8 cm and upto 10 cm.thickness - For Coping

Total Amounts Rs...…......

Total Amounts Rs...…......

Consulting Civil Engineer Municipal Engineer

DD(OPC) PVT. LTD. Bareja Nagarpalika

Ahmedabad Bareja