Construction Of Road Culvert And Drain From Emanual Toppos House ( Pipal Tree ) To Rajesh Kr Singhs House And Around At Village Garhkhatanga Block Namkum Under Rrda Area, Village Garh Khatanga Block Namkum-Jharkhand

TDR : 28220787

Tender Notice
BOQ

Expired

Village Garh Khatanga Block Namkum , Jharkhand

Tender Brief : Construction Of Road Culvert And Drain From Emanual Toppos House ( Pipal Tree ) To Rajesh Kr Singhs House And Around At Village Garhkhatanga Block Namkum Under Rrda Area

Document Fees
₹ 10000 /-

EMD
₹ 310000.0 /-

Tender Value
Refer document

Submission Date
30-06-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of Road, ,Culvert and Drain from Emanual Toppo's house (Pipal tree) to Rajesh kr Singh's House and around at Village Garhkhatanga Block Namkum Under RRDA Area
1	1	Construction of Road	BI01010001010000000000000515BI0100001112
2	1.1	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. :- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including Royalty @ Rs. 30.00 per Cum but excluding watering, rolling & compaction)	BI01010001010000000000000515BI0100001113	3278.12	Cum.
3	1.2	Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) :- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (For Grading-II Material)	BI01010001010000000000000515BI0100001114	751	Cum.
4	1.3	Providing P.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.	BI01010001010000000000000515BI0100001115	484.4	Cum.
5	1.4	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l	BI01010001010000000000000515BI0100001116	33.795	Cum.
6	1.5	Supplying and laying (Properly) as per design and drawing ) rip rap with good quality of boulders duly packed including the cost of materials royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.	BI01010001010000000000000515BI0100001117	67.59	Cum.
7	1.6	Construction of unlimed drain of average cross sectional area 0.40 sq m in soil to specified lines graded levels and dimensions to the requirement of clause 301 and 309.exavated materials to be usesd in embankment within a lead of 50 metals (av lead 25 m) (a)By mechanical means.....	BI01010001010000000000000515BI0100001118	410	Meteres
8	1.7	Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing - (i) 60 cm x 45 cm rectangular	BI01010001010000000000000515BI0100001119	1	Each
9	2	Construction of RCC Drain	BI01010001010000000000000515BI0100001120
10	2.1	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.	BI01010001010000000000000515BI0100001121	901.2	Cum.
11	2.2	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l	BI01010001010000000000000515BI0100001122	90.12	Cum.
12	2.3	Providing designation 75B one brick flat soling joints filled with local sand incuding cost of watering, taxes, royality all complete as per building specification and direction of E/I.	BI01010001010000000000000515BI0100001123	1201.6	Sqm.
13	2.4	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level. ----- 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone III): 3 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001124	541.22	Cum.
14	2.5	Centering and Shuttering including strutting, propping etc. and removal of form for ---- Foundations, Footing, Base of Columns etc. for mass concrete		4165.52	Sqm.
15	2.6	Providing R.C.C. M-20 with nominal mix of (1:1.5:3) slab of desire size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing.shuttering,carring the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (20 % of Length)	BI01010001010000000000000515BI0100001125	33.8	Cum.
16	2.7	Providing Tor steel reinforcement of 8mm./10mm dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. TMT Fe 500 (1.5% of RCC)	BI01010001010000000000000515BI0100001126	51.77	MT
17	2.8	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS : 13592 - 110 mm diameter @ 2M Average	BI01010001010000000000000515BI0100001127	112.65	M
18	3	Construction of Culvert	BI01010001010000000000000515BI0100001128
19	3.1	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.	BI01010001010000000000000515BI0100001129	26.17	Cum.
20	3.2	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l	BI01010001010000000000000515BI0100001130	3.57	Cum.
21	3.3	Supplying and laying (Properly) as per design and drawing ) rip rap with good quality of boulders duly packed including the cost of materials royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.	BI01010001010000000000000515BI0100001131	3.57	Cum.
22	3.4	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level. ----- 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone III): 3 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001132	16.2	Cum.
23	3.5	Centering and Shuttering including strutting, propping etc. and removal of form for ---- Foundations, Footing, Base of Columns etc. for mass concrete		75.03	Sqm.
24	3.6	Providing Tor steel reinforcement of 12mm dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. TMT Fe 500 (1.5% of RCC)	BI01010001010000000000000515BI0100001133	1.91	MT
25	4	Carraige of Materials	BI01010001010000000000000515BI0100001134
26	4.1	Stone Agreegate (Metal) (Av. Lead 23 KM) - Tupudana quarry site	BI01010001010000000000000515BI0100001135	961.28	Cum.
27	4.2	Stone Chips (Av. Lead 23 KM) -Tupudana quarry site	BI01010001010000000000000515BI0100001136	923.834	Cum.
28	4.3	Cement(Av. Lead 5 KM)	BI01010001010000000000000515BI0100001137	461.43	MT
29	4.4	Sand(Av. Lead 25 KM) Tajna river	BI01010001010000000000000515BI0100001138	607.42	Cum.
30	4.5	Stone boulder (Av. Lead 23 KM)Tupudana quarry site	BI01010001010000000000000515BI0100001139	71.16	Cum.
31	4.6	Reinforcement 5KM	BI01010001010000000000000515BI0100001140	53.68	MT
32	4.7	Bricks 8 KM	BI01010001010000000000000515BI0100001141	39.05	Per Thousand
33	5	Add GST 12%	BI01010001010000000000000515BI0100001143	1.3701e+07	Rs.
34	6	Add Labour Cess 1%	BI01010001010000000000000515BI0100001145	1.53451e+07	Rs.

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Construction Of Road Culvert And Drain From Emanual Toppos House ( Pipal Tree ) To Rajesh Kr Singhs House And Around At Village Garhkhatanga Block Namkum Under Rrda Area, Village Garh Khatanga Block Namkum-Jharkhand

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Name of Work: Construction of Road, ,Culvert and Drain from Emanual Toppo's house (Pipal tree) to Rajesh kr Singh's House and around at Village Garhkhatanga Block Namkum Under RRDA Area
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Construction of Road	BI01010001010000000000000515BI0100001112
2	1.1	Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. :- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including Royalty @ Rs. 30.00 per Cum but excluding watering, rolling & compaction)	BI01010001010000000000000515BI0100001113	3278.12	Cum.
3	1.2	Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) :- Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (For Grading-II Material)	BI01010001010000000000000515BI0100001114	751	Cum.
4	1.3	Providing P.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.	BI01010001010000000000000515BI0100001115	484.4	Cum.
5	1.4	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l	BI01010001010000000000000515BI0100001116	33.795	Cum.
6	1.5	Supplying and laying (Properly) as per design and drawing ) rip rap with good quality of boulders duly packed including the cost of materials royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.	BI01010001010000000000000515BI0100001117	67.59	Cum.
7	1.6	Construction of unlimed drain of average cross sectional area 0.40 sq m in soil to specified lines graded levels and dimensions to the requirement of clause 301 and 309.exavated materials to be usesd in embankment within a lead of 50 metals (av lead 25 m) (a)By mechanical means.....	BI01010001010000000000000515BI0100001118	410	Meteres
8	1.7	Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing - (i) 60 cm x 45 cm rectangular	BI01010001010000000000000515BI0100001119	1	Each
9	2	Construction of RCC Drain	BI01010001010000000000000515BI0100001120
10	2.1	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.	BI01010001010000000000000515BI0100001121	901.2	Cum.
11	2.2	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l	BI01010001010000000000000515BI0100001122	90.12	Cum.
12	2.3	Providing designation 75B one brick flat soling joints filled with local sand incuding cost of watering, taxes, royality all complete as per building specification and direction of E/I.	BI01010001010000000000000515BI0100001123	1201.6	Sqm.
13	2.4	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level. ----- 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone III): 3 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001124	541.22	Cum.
14	2.5	Centering and Shuttering including strutting, propping etc. and removal of form for ---- Foundations, Footing, Base of Columns etc. for mass concrete		4165.52	Sqm.
15	2.6	Providing R.C.C. M-20 with nominal mix of (1:1.5:3) slab of desire size with approved quality of stone chips and clean coarse sand of F.M. 2.5 to 3 including curing.shuttering,carring the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (20 % of Length)	BI01010001010000000000000515BI0100001125	33.8	Cum.
16	2.7	Providing Tor steel reinforcement of 8mm./10mm dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. TMT Fe 500 (1.5% of RCC)	BI01010001010000000000000515BI0100001126	51.77	MT
17	2.8	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS : 13592 - 110 mm diameter @ 2M Average	BI01010001010000000000000515BI0100001127	112.65	M
18	3	Construction of Culvert	BI01010001010000000000000515BI0100001128
19	3.1	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.	BI01010001010000000000000515BI0100001129	26.17	Cum.
20	3.2	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/l	BI01010001010000000000000515BI0100001130	3.57	Cum.
21	3.3	Supplying and laying (Properly) as per design and drawing ) rip rap with good quality of boulders duly packed including the cost of materials royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.	BI01010001010000000000000515BI0100001131	3.57	Cum.
22	3.4	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level. ----- 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone III): 3 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001132	16.2	Cum.
23	3.5	Centering and Shuttering including strutting, propping etc. and removal of form for ---- Foundations, Footing, Base of Columns etc. for mass concrete		75.03	Sqm.
24	3.6	Providing Tor steel reinforcement of 12mm dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. TMT Fe 500 (1.5% of RCC)	BI01010001010000000000000515BI0100001133	1.91	MT
25	4	Carraige of Materials	BI01010001010000000000000515BI0100001134
26	4.1	Stone Agreegate (Metal) (Av. Lead 23 KM) - Tupudana quarry site	BI01010001010000000000000515BI0100001135	961.28	Cum.
27	4.2	Stone Chips (Av. Lead 23 KM) -Tupudana quarry site	BI01010001010000000000000515BI0100001136	923.834	Cum.
28	4.3	Cement(Av. Lead 5 KM)	BI01010001010000000000000515BI0100001137	461.43	MT
29	4.4	Sand(Av. Lead 25 KM) Tajna river	BI01010001010000000000000515BI0100001138	607.42	Cum.
30	4.5	Stone boulder (Av. Lead 23 KM)Tupudana quarry site	BI01010001010000000000000515BI0100001139	71.16	Cum.
31	4.6	Reinforcement 5KM	BI01010001010000000000000515BI0100001140	53.68	MT
32	4.7	Bricks 8 KM	BI01010001010000000000000515BI0100001141	39.05	Per Thousand
33	5	Add GST 12%	BI01010001010000000000000515BI0100001143	1.3701e+07	Rs.
34	6	Add Labour Cess 1%	BI01010001010000000000000515BI0100001145	1.53451e+07	Rs.

Construction Of Road Culvert And Drain From Emanual Toppos House ( Pipal Tree ) To Rajesh Kr Singhs House And Around At Village Garhkhatanga Block Namkum Under Rrda Area, Village Garh Khatanga Block Namkum-Jharkhand

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