NIT NO. 155/Durg(Durg)/2026

NIT SCHEDULE FOR SPECIAL REPAIR WORK OF BRIDGE AND CULVERT OF VARIOUS ROAD UNDER SUB DIVISION NO.03 DIST.- DURG (C.G.) 25.00 2499704.00 251.04

P.A.C.- 25.00 LAKH

S. No. NAME OF WORK AMOUNT (IN LAKH)

1 CONSTRUCTION OF TOE WALL & PROTECTION WORK AT URLA KURUDDIH BATANG AMERI ROAD LENGTH - 10.50 KM. (CH-3/8 KM.) 19.98

2 CONSTRUCTION OF CULVERT SINGLE R.C.C. HUME PIPE (NP3) & CULVERT RAHATADHA DARGAON TO MOHRENGA ROAD & DARGAON TO BIRODA ROAD AT AHIWARA SECTION 5.02

TOTAL Rs. :- 25.00

S. No. ITEM No. Item Urla Ahiwara AMOUNT QTY UNIT RATE AMOUNT

1 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material 235.31 370147.00 0.00 235.31 Cum 1573.00 370147.00

2 2.1(i) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Up to 3 m depth 164.05 26412.00 0.00 164.05 Cum 161.00 26412.00

3 3.6 A (a) (i) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Height upto 5m Using batch type concrete mixer with integrated weigher. (i) PCC Grade M 15 182.93 926911.00 0.00 182.93 Cum 5067.00 926911.00

4 9.12 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504. 87.89 196159.00 0.00 87.89 Cum 2232.00 196159.00

5 9.11 Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504. 131.83 327723.00 0.00 131.83 Cum 2486.00 327723.00

6 4.13 B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (B) With smooth wheeled roller 480.00 150240.00 0.00 480.00 Cum 313.00 150240.00

7 9.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. 26.22 3409.00 26.22 Cum 130.00 3409.00

8 9.6 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904. 0.00 32.205 24122.00 32.21 Meter 749.0 24122.00

9 9.8 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 52.155 198971.00 52.16 Cum 3815.0 198971.00

10 9.5 (B) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (B) 600 mm dia . 0.00 20.00 45280.00 20.00 Meter 2264.0 45280.00 480.00

11 9.5(C) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.(C) 900 mm dia . 0.00 10.00 44400.00 10.00 Meter 4440.0 44400.00

12 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 0.00 75.00 17850.00 75.00 cum 238.0 17850.00

13 3.27 (i) Construction of RCC Drain/Cover/Chamber (i) Excavation for drain chamber by Mannual means (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 0.00 85.28 20211.00 85.28 cum 237 20211.00

14 3.27(ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20 0.00 20.20 95425.00 20.20 cum 4724 95425.00

15 3.27(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 0.00 0.80 52444.00 0.80 MT 65434 52444.00

Say In Lakh : 25.00

NIT SCHEDULE FOR SPECIAL REPAIR WORK OF BRIDGE AND CULVERT OF VARIOUS ROAD UNDER SUB DIVISION NO.03 DIST.- DURG (C.G.) 23.36 2336059.00 251.04

P.A.C.- 25.00 LAKH

S. No. NAME OF WORK AMOUNT (IN LAKH)

1 CONSTRUCTION OF TOE WALL & PROTECTION WORK AT URLA KURUDDIH BATANG AMERI ROAD LENGTH - 10.50 KM. (CH-3/8 KM.) 19.98

2 CONSTRUCTION OF CULVERT SINGLE R.C.C. HUME PIPE (NP3) & CULVERT RAHATADHA DARGAON TO MOHRENGA ROAD & DARGAON TO BIRODA ROAD AT AHIWARA SECTION 5.02

TOTAL Rs. :- 25.00

S. No. ITEM No. Item Urla Ahiwara AMOUNT QTY UNIT RATE AMOUNT

1 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material 271.50 356751.00 0.00 271.50 Cum 1314.00 356751.00

2 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Up to 3 m depth 192.02 26691.00 26.22 3645.00 218.25 Cum 139.00 30336.00

3 9.8 Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15 214.12 766343.00 51.12 182941.00 265.24 Cum 3579.00 949283.00

4 9.12 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504. 102.87 203168.00 0.00 102.87 Cum 1975.00 203168.00

5 9.11 Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504. 154.31 353667.00 0.00 154.31 Cum 2292.00 353667.00

6 4.13 B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (B) With smooth wheeled roller 480.00 127200.00 0.00 480.00 Cum 265.00 127200.00

7 9.6 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904. 0.00 32.205 23220.00 32.21 Meter 721.0 23220.00

8 9.5 (B) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (B) 600 mm dia . 0.00 20.00 46700.00 20.00 Meter 2335.0 46700.00 480.00

9 9.5(C) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.(C) 900 mm dia . 0.00 10.00 46290.00 10.00 Meter 4629.0 46290.00

10 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 0.00 56.30 11767.00 56.30 cum 209.0 11767.00

11 3.25 (i) Construction of RCC Drain/Cover/Chamber (i) Excavation for drain chamber by Mannual means (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 0.00 76.75 10054.00 76.75 cum 131 10054.00

12 3.25(ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20 0.00 29.82 115881.00 29.82 cum 3886 115881.00

13 3.25(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 0.00 1.17 61742.00 1.17 MT 52771 61742.00

Say In Lakh : 23.36

DETAILED ESTIMATE FOR SPECIAL REPAIR WORK OF BRIDGE AND CULVERT OF VARIOUS ROAD UNDER SUB DIVISION NO.03 DIST.- DURG (C.G.)

GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT

1 CONSTRUCTION OF TOE WALL & PROTECTION WORK AT URLA KURUDDIH BATANG AMERI ROAD LENGTH - 10.50 KM. (CH-3/8 KM.) 1,997,592

2 CONSTRUCTION OF CULVERT SINGLE R.C.C. HUME PIPE (NP3) & CULVERT RAHATADHA DARGAON TO MOHRENGA ROAD & DARGAON TO BIRODA ROAD AT AHIWARA SECTION 502,112

SAY (In Lakh):- 25.00