Tender For Construction Of Additional Class Room Building At Mahalei Upper Primary School Under Deogaon Block, Balangir-Odisha

TDR : 54787782

Tender Notice
BOQ

9 Days Left

Balangir , Odisha

Tender Brief : Tender For Construction Of Additional Class Room Building At Mahalei Upper Primary School Under Deogaon Block

Document Fees
₹ 6000 /-

EMD
₹ 15370.0 /-

Tender Value
₹ 15.36 Lakhs /-

Submission Date
08-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Earth work in excavation of foundation trenches in ordinary soil except sheet rock and boulders (requiring blasting) including dressing and leveling the bed upto the required depth and depositing the excavated materials away form the site with all leads and lifts. T & P shoring and shuttering if required etc. complete as directed by engineer- in charge.
2	Filling in F & P with excavated materials including watering and ramming as directed by the Engineer-n-charge.
3	Supplying and filling in foundation and ditches with sand well watered and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost, conveyance, loading and unloading , royalties and taxes of all materials and cost of all labour, sundries. T & P required for the work etc complete in all respect as per direction of Engineer incharge.
4	Providing & laying plain cement concrete 1:4:8 ( 1 cement 4 coarse and 8 graded stone aggregate fo 40 mm nominal size) in foundation and pinth including cost of hoisting, lowering laying concrete, ramming , watering and curing etc. complete to required levels laid in layers not exceeding 15cm thick including cost. Conveyance, loading and unloading, royalties and taxes all materials and cost of all labours, sundnes, T & P required for the work complete including dewatering if required as epr instruciton of Engineer-in- charge.
5	i. Providing , lifting hoisting laying Reinforced cement concrete of M20 grade in column footings , as per approved designs and drawings having a munimum compressive strength ( in work test) 200 Kg./ Square cm in 15cm. Cubes at 28 days after mixing and tests conducted in accordance with I.S. 416 using 12mm to 20 mm size black hard crusher broken granite stone ships of approved quality from approved quarry washed and cleaned (20mm size not to exceeds 25%) to be mixed in concrete mixture with ordinary protland cement (OPC) including noisting, lowering lying an dcompacting concrete by susing vibrators, watering and curing for 28 days centering and shuttering and finishing the exposed surface smooth proving grooves or beads wherever necessary including cost conveyance, loading and unloading royalities and taxes of all materials and cost of all labours sunones , T & P required fo rthe work ect complete in all respect excluding cost and conveyance of HYSD/MS steel and binding wires , and labour charges for straightaining, cutting , bending etc of M.S. rods of for steel and binding complete as directed by engineer- in charge. A)Column Footing
6	B) Column upto pinth
7	C) Plinth beam
8	Cold twisted steel reinforcemtn for RCC work including cutting bendingstragntening and binding with 18swg black annealed wire and placing in posting complete.
9	Fly ash brick masonay for foundation in cemnet mortar of (1.6) with portland slag cement, watering and curing etc. including cost, conveyance, loading and unloading, royalities and taxes of all materials and cost of all lbaour sundries T& P required for the works etc complete in all respect as directed by the Enginner -in-charge.
10	Providing, lifting, hoisting laying Reinforced cement concrete of M20grade in column footings s per approved designs and drawings having a minimum compressive strength ( in work test) 200 kg/Square cm. in 15 cm cubes at 28 days afterr mixing and tests conducted in accordance with I.S. 416 using 12 mm to 20 mm size black hard crusher broken grantie stone chips of approved quality from approved quarry washed and cleaned (20 mm size not to exceeds 25%) to be mixed in concrete mixure with ordinary portland cement (OPC) includin ghosting, lowering, lying and compacting concrete by using vibrators, watering andcuring for 28 days centering and shuttering and finishing the xposed surface mooth providing grooves of beads wherever necessary including cost. conveyance, loading and unloading , royaliies and teaxes of all materials and cost of all labours , sundries , T &P, required for the work etc. complete in all respect excluding cost and conveyance of HYSD/Ms steel and binding wires and labour charges for straihtaining, cutting, bending etc. of M.S rods of for steel and binding wires and lying the grils and placing in poper postion.complete as directed by engineer- in charge. A)Column I)Ground Floor
11	A)Column II)First Floor
12	B) Lintel Band I)Ground Floor
13	B) Lintel Band II)First Floor
14	C) Roof beam I)Ground Floor
15	C) Roof beam II)First Floor
16	D) Chhajja I)Ground Floor
17	D) Chhajja II)First Floor
18	E) Roof Slab I)Ground Floor
19	E) Roof Slab II)First Floor
20	F) Staircase I) Ground Floor
21	Cold twisted steel reinforcement for RCC work including cutting bending straihtening and binding with 18swg black annealed wire and placing in position complete. A)Ground Floor
22	Cold twisted steel reinforcement for RCC work including cutting bending straihtening and binding with 18swg black annealed wire and placing in position complete. B)First Floor
23	Fly ash first class brick masonry using Fly Ash bricks having crushing strength not less than 75 kg per squr.cm. in cement mortar of (1:6) with portland slag cement after immersing the bricks for 6 (six) hours in water before use in superstructure similar such type of works with all necessary projections, watering and curing etc. including cost, conveyance, loading and unloading, royalitioes and taxes of all materials and cost of all labour, sundries, T & P required for the works etc complete in all respect as directed by the Engineer-in-charge. A) 250 mm th brick Wall I)Ground Floor
24	Fly ash first class brick masonry using Fly Ash bricks having crushing strength not less than 75 kg per squr.cm. in cement mortar of (1:6) with portland slag cement after immersing the bricks for 6 (six) hours in water before use in superstructure similar such type of works with all necessary projections, watering and curing etc. including cost, conveyance, loading and unloading, royalitioes and taxes of all materials and cost of all labour, sundries, T & P required for the works etc complete in all respect as directed by the Engineer-in-charge. A) 250 mm th brick Wall II)First Floor
25	Providing and laying 12 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. A)Ground Floor
26	Providing and laying 12 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. B)First Floor
27	Providing and laying 16 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. A)Ground Floor
28	Providing and laying 16 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. B)First Floor
29	6mm thick cement plaster ( 1:4 ) to R.C.C. surfaces finished smooth including close deep chiping and slury treatment. A)Ground Floor
30	6mm thick cement plaster ( 1:4 ) to R.C.C. surfaces finished smooth including close deep chiping and slury treatment. B)First Floor
31	20mm thick Grading plaster ( 1:4 ). A)First Floor
32	Finishign walls with Distemper of approved shade on new work 2 coats to give an even shade inclduing cost of brushes and putty inclduing cost of paint( per one Sq.Mtr ) (for inside) Distemper complete as directed by engineer- in charge.A)Ground Floor
33	Finishign walls with Distemper of approved shade on new work 2 coats to give an even shade inclduing cost of brushes and putty inclduing cost of paint( per one Sq.Mtr ) (for inside) Distemper complete as directed by engineer- in charge.B)First Floor
34	Wall painting two coats with 100% acrylic Plastic emulsion paint(1st quality) exterior grade of approved make and shade manufactured by reputed manufacture like nerolac/Asian/Berger/Dulax or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and stagging charges including cost,conveyance,taxes of all materials,cost of all labour T&P sundries etc, as required for the work. (for out side)complete as directed by engineer- in charge. A)Ground Floor
35	Wall painting two coats with 100% acrylic Plastic emulsion paint(1st quality) exterior grade of approved make and shade manufactured by reputed manufacture like nerolac/Asian/Berger/Dulax or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and stagging charges including cost,conveyance,taxes of all materials,cost of all labour T&P sundries etc, as required for the work. (for out side)complete as directed by engineer- in charge. B)First Floor
36	Priming one coat with approved primer …etc/compl. Plaster Surface. A)Ground Floor
37	Priming one coat with approved primer …etc/compl. Plaster Surface. B)First Floor
38	Supplying, Fitting & Fixing Kota Stone in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment of match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. A)Ground Floor
39	Supplying, Fitting & Fixing Kota Stone in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment of match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. B)First Floor
40	Supplying, Fitting & Fixing Kota Stone in dados skrting on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. A)Ground Floor
41	Fixing Kota Stone in dados skrting on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. B)First Floor
42	Providng fitting and fixing of M.S.Door/ window frame with integrated grill shutter as per the following design and specificaiton.
43	Providing and painting two coats of synthetic enamel paints over a coat of primer to steel work including sand papering, scaffolding , cost of conveyance, taxes of all materials. T & P labour required to complete the work as per design/ drawing & instruction of Architect/ Engineer- in- charge.
44	Provision for Display Board
45	Provision for Dismetalling One RCC Room including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material nd stacking the serviceable material with all lifts and lead of 1000 metres
46	Provision for Black Board (Size- 8' x 4')
47	Recessed wiring to light point/fan point/Exhaust fan point /cell bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor with switch (V.Guard/L&T/Anchor/Havells) A)GROUP--A
48	Recessed wiring to light point/fan point/Exhaust fan point /cell bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor with switch (V.Guard/L&T/Anchor/Havells) B)GROUP--B
49	Recessed wiring to light point/fan point/Exhaust fan point /cell bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor with switch (V.Guard/L&T/Anchor/Havells) C)GROUP-C
50	S/F of 5A switch &socket on existing board
51	Circuit submain wiring in pvc conduit(finolex/anchor) A)2 x1.5 sq.mm +1 x1.5 sq.mm
52	Circuit submain wiring in pvc conduit(finolex/anchor) B)2 x2.5 sq.mm +1 x1.5 sq.mm
53	Circuit submain wiring in pvc conduit(finolex/anchor) C)2 x 4 sq.mm +1 x1.5 sq.mm
54	S/F of BK Angle holder
55	S/F 48\\" A.C Ceiling fan (bajaj/usha)
56	S/F Of 9 watt LED Bulb (bajaj/orient/crompton)
57	s/f of 20 watt LED batten fitting
58	s/f of 4 way MCB DB single door
59	S/F of B series SP MCB(HAVELS/HPL/Anchor)
60	S/F OF 32 Amp DP. MAIN Switch (hpl/anchor)
61	S/F of standard earthing
62	S/L of no.8 SWG COPPER WIRE Please Enable Macros to View BoQ information

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Tender For Construction Of Additional Class Room Building At Mahalei Upper Primary School Under Deogaon Block, Balangir-Odisha

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Sl. No.	Item Description
1	Earth work in excavation of foundation trenches in ordinary soil except sheet rock and boulders (requiring blasting) including dressing and leveling the bed upto the required depth and depositing the excavated materials away form the site with all leads and lifts. T & P shoring and shuttering if required etc. complete as directed by engineer- in charge.
2	Filling in F & P with excavated materials including watering and ramming as directed by the Engineer-n-charge.
3	Supplying and filling in foundation and ditches with sand well watered and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost, conveyance, loading and unloading , royalties and taxes of all materials and cost of all labour, sundries. T & P required for the work etc complete in all respect as per direction of Engineer incharge.
4	Providing & laying plain cement concrete 1:4:8 ( 1 cement 4 coarse and 8 graded stone aggregate fo 40 mm nominal size) in foundation and pinth including cost of hoisting, lowering laying concrete, ramming , watering and curing etc. complete to required levels laid in layers not exceeding 15cm thick including cost. Conveyance, loading and unloading, royalties and taxes all materials and cost of all labours, sundnes, T & P required for the work complete including dewatering if required as epr instruciton of Engineer-in- charge.
5	i. Providing , lifting hoisting laying Reinforced cement concrete of M20 grade in column footings , as per approved designs and drawings having a munimum compressive strength ( in work test) 200 Kg./ Square cm in 15cm. Cubes at 28 days after mixing and tests conducted in accordance with I.S. 416 using 12mm to 20 mm size black hard crusher broken granite stone ships of approved quality from approved quarry washed and cleaned (20mm size not to exceeds 25%) to be mixed in concrete mixture with ordinary protland cement (OPC) including noisting, lowering lying an dcompacting concrete by susing vibrators, watering and curing for 28 days centering and shuttering and finishing the exposed surface smooth proving grooves or beads wherever necessary including cost conveyance, loading and unloading royalities and taxes of all materials and cost of all labours sunones , T & P required fo rthe work ect complete in all respect excluding cost and conveyance of HYSD/MS steel and binding wires , and labour charges for straightaining, cutting , bending etc of M.S. rods of for steel and binding complete as directed by engineer- in charge. A)Column Footing
6	B) Column upto pinth
7	C) Plinth beam
8	Cold twisted steel reinforcemtn for RCC work including cutting bendingstragntening and binding with 18swg black annealed wire and placing in posting complete.
9	Fly ash brick masonay for foundation in cemnet mortar of (1.6) with portland slag cement, watering and curing etc. including cost, conveyance, loading and unloading, royalities and taxes of all materials and cost of all lbaour sundries T& P required for the works etc complete in all respect as directed by the Enginner -in-charge.
10	Providing, lifting, hoisting laying Reinforced cement concrete of M20grade in column footings s per approved designs and drawings having a minimum compressive strength ( in work test) 200 kg/Square cm. in 15 cm cubes at 28 days afterr mixing and tests conducted in accordance with I.S. 416 using 12 mm to 20 mm size black hard crusher broken grantie stone chips of approved quality from approved quarry washed and cleaned (20 mm size not to exceeds 25%) to be mixed in concrete mixure with ordinary portland cement (OPC) includin ghosting, lowering, lying and compacting concrete by using vibrators, watering andcuring for 28 days centering and shuttering and finishing the xposed surface mooth providing grooves of beads wherever necessary including cost. conveyance, loading and unloading , royaliies and teaxes of all materials and cost of all labours , sundries , T &P, required for the work etc. complete in all respect excluding cost and conveyance of HYSD/Ms steel and binding wires and labour charges for straihtaining, cutting, bending etc. of M.S rods of for steel and binding wires and lying the grils and placing in poper postion.complete as directed by engineer- in charge. A)Column I)Ground Floor
11	A)Column II)First Floor
12	B) Lintel Band I)Ground Floor
13	B) Lintel Band II)First Floor
14	C) Roof beam I)Ground Floor
15	C) Roof beam II)First Floor
16	D) Chhajja I)Ground Floor
17	D) Chhajja II)First Floor
18	E) Roof Slab I)Ground Floor
19	E) Roof Slab II)First Floor
20	F) Staircase I) Ground Floor
21	Cold twisted steel reinforcement for RCC work including cutting bending straihtening and binding with 18swg black annealed wire and placing in position complete. A)Ground Floor
22	Cold twisted steel reinforcement for RCC work including cutting bending straihtening and binding with 18swg black annealed wire and placing in position complete. B)First Floor
23	Fly ash first class brick masonry using Fly Ash bricks having crushing strength not less than 75 kg per squr.cm. in cement mortar of (1:6) with portland slag cement after immersing the bricks for 6 (six) hours in water before use in superstructure similar such type of works with all necessary projections, watering and curing etc. including cost, conveyance, loading and unloading, royalitioes and taxes of all materials and cost of all labour, sundries, T & P required for the works etc complete in all respect as directed by the Engineer-in-charge. A) 250 mm th brick Wall I)Ground Floor
24	Fly ash first class brick masonry using Fly Ash bricks having crushing strength not less than 75 kg per squr.cm. in cement mortar of (1:6) with portland slag cement after immersing the bricks for 6 (six) hours in water before use in superstructure similar such type of works with all necessary projections, watering and curing etc. including cost, conveyance, loading and unloading, royalitioes and taxes of all materials and cost of all labour, sundries, T & P required for the works etc complete in all respect as directed by the Engineer-in-charge. A) 250 mm th brick Wall II)First Floor
25	Providing and laying 12 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. A)Ground Floor
26	Providing and laying 12 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. B)First Floor
27	Providing and laying 16 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. A)Ground Floor
28	Providing and laying 16 mm cement plaster 1.6 on surface after cleaning the surface taking out point including cost of all materials labour cuting taxes etc complete as per instruction fo architect/ Engineer incharge. B)First Floor
29	6mm thick cement plaster ( 1:4 ) to R.C.C. surfaces finished smooth including close deep chiping and slury treatment. A)Ground Floor
30	6mm thick cement plaster ( 1:4 ) to R.C.C. surfaces finished smooth including close deep chiping and slury treatment. B)First Floor
31	20mm thick Grading plaster ( 1:4 ). A)First Floor
32	Finishign walls with Distemper of approved shade on new work 2 coats to give an even shade inclduing cost of brushes and putty inclduing cost of paint( per one Sq.Mtr ) (for inside) Distemper complete as directed by engineer- in charge.A)Ground Floor
33	Finishign walls with Distemper of approved shade on new work 2 coats to give an even shade inclduing cost of brushes and putty inclduing cost of paint( per one Sq.Mtr ) (for inside) Distemper complete as directed by engineer- in charge.B)First Floor
34	Wall painting two coats with 100% acrylic Plastic emulsion paint(1st quality) exterior grade of approved make and shade manufactured by reputed manufacture like nerolac/Asian/Berger/Dulax or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and stagging charges including cost,conveyance,taxes of all materials,cost of all labour T&P sundries etc, as required for the work. (for out side)complete as directed by engineer- in charge. A)Ground Floor
35	Wall painting two coats with 100% acrylic Plastic emulsion paint(1st quality) exterior grade of approved make and shade manufactured by reputed manufacture like nerolac/Asian/Berger/Dulax or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and stagging charges including cost,conveyance,taxes of all materials,cost of all labour T&P sundries etc, as required for the work. (for out side)complete as directed by engineer- in charge. B)First Floor
36	Priming one coat with approved primer …etc/compl. Plaster Surface. A)Ground Floor
37	Priming one coat with approved primer …etc/compl. Plaster Surface. B)First Floor
38	Supplying, Fitting & Fixing Kota Stone in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment of match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. A)Ground Floor
39	Supplying, Fitting & Fixing Kota Stone in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment of match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. B)First Floor
40	Supplying, Fitting & Fixing Kota Stone in dados skrting on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. A)Ground Floor
41	Fixing Kota Stone in dados skrting on 25mm thick bed of cement mortar 1:1 (1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including rubbing and polishing complete as directed by engineer- in charge. B)First Floor
42	Providng fitting and fixing of M.S.Door/ window frame with integrated grill shutter as per the following design and specificaiton.
43	Providing and painting two coats of synthetic enamel paints over a coat of primer to steel work including sand papering, scaffolding , cost of conveyance, taxes of all materials. T & P labour required to complete the work as per design/ drawing & instruction of Architect/ Engineer- in- charge.
44	Provision for Display Board
45	Provision for Dismetalling One RCC Room including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material nd stacking the serviceable material with all lifts and lead of 1000 metres
46	Provision for Black Board (Size- 8' x 4')
47	Recessed wiring to light point/fan point/Exhaust fan point /cell bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor with switch (V.Guard/L&T/Anchor/Havells) A)GROUP--A
48	Recessed wiring to light point/fan point/Exhaust fan point /cell bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor with switch (V.Guard/L&T/Anchor/Havells) B)GROUP--B
49	Recessed wiring to light point/fan point/Exhaust fan point /cell bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor with switch (V.Guard/L&T/Anchor/Havells) C)GROUP-C
50	S/F of 5A switch &socket on existing board
51	Circuit submain wiring in pvc conduit(finolex/anchor) A)2 x1.5 sq.mm +1 x1.5 sq.mm
52	Circuit submain wiring in pvc conduit(finolex/anchor) B)2 x2.5 sq.mm +1 x1.5 sq.mm
53	Circuit submain wiring in pvc conduit(finolex/anchor) C)2 x 4 sq.mm +1 x1.5 sq.mm
54	S/F of BK Angle holder
55	S/F 48\\" A.C Ceiling fan (bajaj/usha)
56	S/F Of 9 watt LED Bulb (bajaj/orient/crompton)
57	s/f of 20 watt LED batten fitting
58	s/f of 4 way MCB DB single door
59	S/F of B series SP MCB(HAVELS/HPL/Anchor)
60	S/F OF 32 Amp DP. MAIN Switch (hpl/anchor)
61	S/F of standard earthing
62	S/L of no.8 SWG COPPER WIRE Please Enable Macros to View BoQ information

Tender For Construction Of Additional Class Room Building At Mahalei Upper Primary School Under Deogaon Block, Balangir-Odisha

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