NIT NO-91/Bridge/Raipur/2026-27

वर्ष 2026-27 के बजट में शामिल नवीन कार्य । (बोरिंग कार्य हेतु)

क्र मद क्र. कार्य का नाम तथा विस्तृत जानकारी अनुमानित लागत प्रावधान Bore Points Estimate Amt

1 5494 जिला कांकेर के सोनपाल सीएच-850 मार्ग पर कोरकसा नदी पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य । सेतु कांकेर 340 34 5

2 5498 जिला कांकेर के ग्राम पुजारीपारा से गोयंदा मार्ग में नदी पर पुल निर्माण कार्य । सेतु कांकेर 800 80 5

3 5499 जिला कांकेर के नेडगांव से रसोली मार्ग के किमी. 1/2 पर रसोली नाला पर सेतुमय पहुंच मार्ग निर्माण कार्य । सेतु कांकेर 360 36 5

4 जिला कांकेर के हेटारकसा भैराडीह सुरेली मार्ग के किमी 1/2 पर चिनार नदी पर सेतु निर्माण कार्य । सेतु कांकेर 5

5 ताड़वायली-तोड़गट्टा (महाराट्र बार्डर) मार्ग के कि.मी. 2/6 पर ताड़वायली नाला पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य । सेतु कांकेर 5

6 छोटेबोदेली मेटाबोदेली मार्ग के किमी. 2/2 पर पलंगगोरी नदी पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य । सेतु कांकेर 5

7 पाउरखेड़ा-पोरोण्डी मार्ग के कि.मी. 2/4 पर घोंगली नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य । सेतु कांकेर 5

8 7963 जिला कांकेर के पाउरखेड़ा डुमरकोट मार्ग के कि.मी. 3/6 पर पलंजगोरी नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य । सेतु कांकेर 500 500 5

9 5571 जिला कोण्डागांव के धनोरा देवगांव मार्ग के किमी. 1/6 कर्रारमेटा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य । सेतु कांकेर 800 80 5

10 जिला कोण्डागांव के खासपारा पिपरा मार्ग के किमी-14/2 भवरडींग नदी पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य । सेतु कांकेर 7

11 5575 जिला कोण्डागांव के बहीगांव सिकागांव मार्ग के किमी. 5/2 पर गौरबहार नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य । सेतु कांकेर 480 48 6

12 5582 जिला कोण्डागांव के ग्राम चलका खासपारा से मांझीपारा मार्ग पर बारदा नदी पर सेतुमय पहुंच मार्ग निर्माण कार्य । सेतु कांकेर 500 50 6

13 5584 जिला कोण्डागांव के रारा, क्रमांक -30 चे. 223/4 से कोंडागांव बाईपास मार्ग के किमी 1/10 में नारंगी नदी पर पुल निर्माण कार्य । 2.50 किमी. सड़क सहित सेतु कांकेर 240 24 6

14 5586 जिला कोण्डागांव के बादालूर कांगा मार्ग से किमी. 2/4 कांगा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य । सेतु कांकेर 230 23 5

15 5674 जिला कोंडागांव विकासखंड फरसगांव के ग्राम पलना उच्च स्तरीय पुल निर्माण कार्य । सेतु कांकेर 200 20 5

16 5675 जिला कोंडागांव विकासखंड फरसगांव के ग्राम परोदा उच्च स्तरीय पुल निर्माण कार्य । सेतु कांकेर 200 20 5

Sub Division Narayanpur

17 7966 जिला कोण्डागांव के हडेली बेचा मार्ग से किमी. 16/6 ओरछा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य । सेतु कांकेर 430 430 7

18 5576 जिला कोण्डागांव के NHRD-185 खासपारा पिपरा मार्ग के किमी 9/4 गौर बहार नदी पर उच्चस्तरीय पुलमय पहुँच मार्ग का निर्माण कार्य । सेतु कांकेर 470 47 6

19 5581 हडेली-बेचा मार्ग के कि.मी. 13/8 माडीन नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य । सेतु कांकेर 875 87.5 6

20 5648 जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 5/10 पर गुड़साल नाला) सेतु कांकेर 5

21 जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 10/2 पर गुड़साल नाला) सेतु कांकेर 5

22 जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 21/2 पर गुड़साल नाला) सेतु कांकेर 5

NIT Schedule for - Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27) Sub Division Kanker 2

SOR :- BRIDGE SOR 2025 AMMENDED UPTO DATE P.A.C. :- Rs. Lacs 3

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount 4

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge . 6

(i) Up to 1 m Below bed level 7141 each 7

(ii) Beyond1.0m upto 5.0 m depth 1690 meter 8

(iii) Beyond 5.0 m depth 1918 meter 9

Total Rs. In Lacs 11

Total Bore points 20

24.98 Total Estimate Amt

MASTER ABSTRACT

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

Total Rs. In Lacs

NIT Schedule for - Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27) Sub Division Narayanpur

SOR :- BRIDGE SOR 2025 AMMENDED UPTO DATE P.A.C. :- Rs. Lacs

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

Total Rs. In Lacs

MASTER ABSTRACT

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

Total Rs. In Lacs

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कांकेर के सोनपाल सीएच-850 मार्ग पर कोरकसा नदी पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- 25 As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कांकेर के ग्राम पुजारीपारा से गोयंदा मार्ग में नदी पर पुल निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कांकेर के नेडगांव से रसोली मार्ग के किमी. 1/2 पर रसोली नाला पर सेतुमय पहुंच मार्ग निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कांकेर के हेटारकसा भैराडीह सुरेली मार्ग के किमी 1/2 पर चिनार नदी पर सेतु निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के धनोरा देवगांव मार्ग के किमी. 1/6 कर्रारमेटा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के खासपारा पिपरा मार्ग के किमी-14/2 भवरडींग नदी पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के बहीगांव सिकागांव मार्ग के किमी. 5/2 पर गौरबहार नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के NHRD-185 खासपारा पिपरा मार्ग के किमी 9/4 गौर बहार नदी पर उच्चस्तरीय पुलमय पहुँच मार्ग का निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- हडेली-बेचा मार्ग के कि.मी. 13/8 माडीन नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के ग्राम चलका खासपारा से मांझीपारा मार्ग पर बारदा नदी पर सेतुमय पहुंच मार्ग निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के रारा, क्रमांक -30 चे. 223/4 से कोंडागांव बाईपास मार्ग के किमी 1/10 में नारंगी नदी पर पुल निर्माण कार्य । 2.50 किमी. सड़क सहित

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के बादालूर कांगा मार्ग से किमी. 2/4 कांगा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोंडागांव विकासखंड फरसगांव के ग्राम पलना उच्च स्तरीय पुल निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोंडागांव विकासखंड फरसगांव के ग्राम परोदा उच्च स्तरीय पुल निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कांकेर के पाउरखेड़ा डुमरकोट मार्ग के कि.मी. 3/6 पर पलंजगोरी नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- ताड़वायली-तोड़गट्टा (महाराट्र बार्डर) मार्ग के कि.मी. 2/6 पर ताड़वायली नाला पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- छोटेबोदेली मेटाबोदेली मार्ग के किमी. 2/2 पर पलंगगोरी नदी पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- पाउरखेड़ा-पोरोण्डी मार्ग के कि.मी. 2/4 पर घोंगली नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला कोण्डागांव के हडेली बेचा मार्ग से किमी. 16/6 ओरछा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 5/10 पर गुड़साल नाला)

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 10/2 पर गुड़साल नाला)

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

Name of Work :- Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

Name of Bridges :- जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 21/2 पर गुड़साल नाला)

Description Details Remarks

Length of Bridge :- - -

Total Number of Boring location for Pier and Abutments :- As per Site Condition

Approximate depth of Bore at Pier Locations :- As per Site Condition

Total Number of Boring location for Retaining wall/Approaches :- 0 As per Site Condition

Approximate depth of Bore at Retaining wall/Approaches Locations :- 0 As per Site Condition

ABSTRACT OF ESTIMATE

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27) 1

जिला कोण्डागांव के NHRD-185 खासपारा पिपरा मार्ग के किमी 9/4 गौर बहार नदी पर उच्चस्तरीय पुलमय पहुँच मार्ग का निर्माण कार्य ।

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

ABSTRACT OF ESTIMATE

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

हडेली-बेचा मार्ग के कि.मी. 13/8 माडीन नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य ।

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

ABSTRACT OF ESTIMATE

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला कोण्डागांव के हडेली बेचा मार्ग से किमी. 16/6 ओरछा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

ABSTRACT OF ESTIMATE

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 5/10 पर गुड़साल नाला)

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

ABSTRACT OF ESTIMATE

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 10/2 पर गुड़साल नाला)

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

ABSTRACT OF ESTIMATE

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 21/2 पर गुड़साल नाला)

S.N. Ref. of S.O.R. ITEM Descriptions Quantity Rate Unit Amount

2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level 7141 each

(ii) Beyond1.0m upto 5.0 m depth 1690 meter

(iii) Beyond 5.0 m depth 1918 meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27) 1

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला कोण्डागांव के NHRD-185 खासपारा पिपरा मार्ग के किमी 9/4 गौर बहार नदी पर उच्चस्तरीय पुलमय पहुँच मार्ग का निर्माण कार्य ।

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

हडेली-बेचा मार्ग के कि.मी. 13/8 माडीन नदी पर उच्चस्तरीय सेतुमय पहुंच मार्ग निर्माण कार्य ।

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला कोण्डागांव के हडेली बेचा मार्ग से किमी. 16/6 ओरछा नाला पर उच्चस्तरीय सेतुमय पहुँच मार्ग का निर्माण कार्य ।

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 5/10 पर गुड़साल नाला)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 10/2 पर गुड़साल नाला)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

ESTIMATION OF QUANTITY

Boring work at various bridges at PWD Bridge Under Bridge Division Kanker (2026-27)

जिला नारायणपुर के आरआरपी-02 योजनान्तर्गत स्वीकृत मार्ग ब्रेहबेड़ा-कंदाड़ी-कीहकाड़-मुरनार-बेचा मार्ग में पुल-पुलिया निर्माण । (कि.मी. 21/2 पर गुड़साल नाला)

S.NO. Ref. of S.O.R. ITEM Descriptions No. L B H / D Quantity

1 2.26 / BRIDGE S.O.R. Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Up to 1 m Below bed level

For Pier & Abutment - - 1 each

For Retaing wall/Approaches - - each

(ii) Beyond1.0m upto 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter

(iii) Beyond 5.0 m depth

For Pier & Abutment - - meter

For Retaing wall/Approaches - - meter