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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹59.5 L
EMD Value
₹45,000
Closing Date
23 Oct 2026, 5:30 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
MR KANKER OFFICE praveen sahu(DFLT)
CE(Baster)
B.T. Patch Repair on Various Roads under P.W.D. Sub Division Keshkal.
201878
155 /G/TC/Kanker/B.T. Patch Repair on Various Roads under P.W.D. Sub Division Keshkal.
RESTRICTED TENDER
WORKS
PERCENTAGE
2 days
CE(Baster)
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
10 documents required · 10 mandatory
Public Works Department (PWD)
WORKS
MR KANKER OFFICE praveen sahu(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CE(Baster)
PWD Circle, Kanker
Division Kondagaon
120
02
No
1
201878
23 Oct, 2026 5:30:00 PM IST
27 Oct, 2026 10:00:00 AM IST
16 Oct, 2026 7:30:28 PM IST
155 /G/TC/Kanker/B.T. Patch Repair on Various Roads under P.W.D. Sub Division Keshkal.
B.T. Patch Repair on Various Roads under P.W.D. Sub Division Keshkal.
45000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
5949000.00
2
26 Oct, 2026 5:30:00 PM IST
5949000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
6d 16h 24m
10 documents required · 10 mandatory
₹0
₹45,000
16 Oct 2026
16 Oct 2026
27 Oct 2026
16 Oct 2026
26 Oct 2026
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 7.00 7000.00
tackan 13 % Total 910.00 sqm 15.00 13650.00
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 7.00 0.05 350.00
tackan 8 % Total 28.00 cum 5432.00 152096.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 13 % Total 910.00 sqm 146.00 132860.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 3.75 3750.00
tackan 10 % Total 375.00 sqm 15.00 5625.00
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 3.75 0.05 187.50
tackan 10 % Total 18.75 cum 5432.00 101850.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 15 % Total 562.50 sqm 146.00 82125.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 3.75 3750.00
tackan 15 % Total 562.50 sqm 15.00 8437.50
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 3.75 0.05 187.50
tackan 10 % Total 18.75 cum 5432.00 101850.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 15 % Total 562.50 sqm 146.00 82125.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 3.75 3750.00
tackan 10 % Total 375.00 sqm 15.00 5625.00
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 3.75 0.05 187.50
tackan 10 % Total 18.75 cum 5432.00 101850.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 15 % Total 562.50 sqm 146.00 82125.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 5.50 5500.00
tackan 15 % Total 825.00 sqm 15.00 12375.00
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 5.50 0.05 275.00
tackan 10 % Total 27.50 cum 5432.00 149380.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 15 % Total 825.00 sqm 146.00 120450.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 5.50 5500.00
tackan 12 % Total 660.00 sqm 15.00 9900.00
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 5.50 0.05 275.00
tackan 10 % Total 27.50 cum 5432.00 149380.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 12 % Total 660.00 sqm 146.00 96360.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 3.75 3750.00
tackan 15 % Total 562.50 sqm 15.00 8437.50
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 3.75 0.05 187.50
tackan 10 % Total 18.75 cum 5432.00 101850.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 15 % Total 562.50 sqm 146.00 82125.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ..........................................
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 1000.00 3.75 3750.00
tackan 12 % Total 450.00 sqm 15.00 6750.00
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 1000.00 3.75 0.05 187.50
tackan 10 % Total 18.75 cum 5432.00 101850.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
tackan 12 % Total 450.00 sqm 146.00 65700.00
GOVT. OF CHHATTISGARH P.W.D. (B/R) DIVISION KONDAGAON
DETAILED ESTIMATE FOR B.T. PATCH REPAIR WORK ON VARIOUS ROADS UNDER SUB DIVISION KESHKAL
FOR TECHNICAL SANCTION
ESTIMATED COST - Rs. 70.20 LACS
G-E-N-E-R-A-L - A-B-S-T-R-A-C-T
VARIOUS ROADS UNDER SUB DIVISION KESHKAL
Quantity Sub-Head Amount
1 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA KONDKERA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.) 585463.00 2.500
2 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PENDRAWAN KOSMI AAYPURDIHI ROADS IN KM. (KM. 4/10 TO 6/10 = 2.20 KM.) 276004.00 2.200
3 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON BALENGA APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.10 KM.) 331224.00 4.100
4 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI BADBATTAR ROAD IN KM. (KM. 1/2 TO 8/8 = 7.80 KM.) 763571.00 7.800
5 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA TO THENGAPARA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.) 161573.00 2.500
6 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI ORISSA BORDER ROAD IN KM. (KM. 1/2 TO 4/4 = 3.40 KM.) 332839.00 3.400
7 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON VISHRAMPURI COLONY ROAD IN KM. (KM. 1/2 TO 1/6 = 0.600 KM.) 56113.00 0.600
8 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON TEWSA TO GARAWANDI ROAD IN KM. (KM. 1/2 TO 4/2 = 3.200 KM.) 258516.00 3.200
9 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ONDAKA TO TEWSA ROAD IN KM. (KM. 1/2 TO 4/10 = 4.00 KM.) 323145.00 4.000
10 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KARMARI TO BADEKHULI ROAD IN KM. (KM. 1/2 TO 3/4 = 2.24 KM.) 180961.00 2.240
11 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON LIHAGAON TO BANSKOT ROAD IN KM. (KM. 1/10 TO 5/2 = 3.40 KM.) 341241.00 3.400
12 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON MARANPURI ORISHA BORDER ROAD IN KM. (KM. 1/2 TO 6/2 = 5.10 KM.) 511862.00 5.100
13 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PALNA TO CHICHADI APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.075 KM.) 317276.00 4.075
14 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON HARWEL TARAIBEDA PITISPAL ROAD IN KM. (KM. 2/10 TO 5/6 = 2.80 KM.) 281022.00 2.800
15 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KESHKAL -BANSKOT - MAKDI - AMRAWATI ROAD (MDR) IN KM. (KM. 34/2 TO 52/10= 19.00 KM.) 1227951.00 19.000
Total 5948761.00 66.915 Total Length
G. Total 7019538.00
Say Rs. In Lacs 70.20
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DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON DADARGARH CHIPREL ROAD IN KM. (KM. 1/2 TO 5/4 = 4.40 KM.)
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 4.40 1000.00 3.75 16500.00
Total 1980.00 sqm
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 4.40 1000.00 3.75 0.05 825.00
Total 82.50 cum
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON DADARGARH CHIPREL ROAD IN KM. (KM. 1/2 TO 5/4 = 4.40 KM.)
Road SOR w.e.f. 01.01.2015 & uptodate Ammendment
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. 380.000000 5700.00
(i) Bituminous surface @ 0.25 kg /Sqm 1980.000 15.00 sqm 29700.00
2 5.19# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 82.50 5432.00 cum 448140.00
3 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher 5700.00
A With bitumen 0.06
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1980.00 146.00 sqm 289080.00
Total 766920.00 #REF!
Say Rs. In lacs 7.67
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA KONDKERA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 2500.00 7.00 17500.00
taken 15 % Total 2625.00 sqm 15.00 39375.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 2500.00 7.00 0.05 875.00
Total 43.75 cum
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA KONDKERA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 2625.000 13.00 sqm 34125.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 43.75 4562.00 cum 199588.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 2625.00 134.00 sqm 351750.00
Total 585463.00
Say Rs. In lacs 5.85 32.69 1.51
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PENDRAWAN KOSMI AAYPURDIHI ROADS IN KM. (KM. 4/10 TO 6/10 = 2.20 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 2200.00 3.75 8250.00
taken 15 % Total 1237.50 sqm 13.00 16087.50
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 2200.00 3.75 0.05 412.50
taken 5 % Total 20.63 cum 4562.00 94091.25
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PENDRAWAN KOSMI AAYPURDIHI ROADS IN KM. (KM. 4/10 TO 6/10 = 2.20 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -362.500000 -4712.50
(i) Bituminous surface @ 0.25 kg /Sqm 1237.500 13.00 sqm 16088.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 20.63 4562.00 cum 94091.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -4712.50
A With bitumen -0.05
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1237.50 134.00 sqm 165825.00
Total 276004.00 #REF!
Say Rs. In lacs 2.76
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KESHKAL TOWN ROAD IN KM. (KM. 1/2 TO 1/8 = 0.700 M.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1 700.000 3.75 2625.00
taken 8 % Total 0.00 sqm 15 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1 700.000 3.75 0.05 131.25
taken 5 % Total 0.00 cum 5367.00 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
taken 8 % Total 0.00 sqm 142.00 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KESHKAL TOWN ROAD IN KM. (KM. 1/2 TO 1/8 = 0.700 M.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. #REF! #REF!
(i) Bituminous surface @ 0.25 kg /Sqm 0.000 15.00 sqm 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 0.00 5367.00 cum 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher #REF!
A With bitumen #REF!
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 0.00 142.00 sqm 0.00
Total 0.00 #REF!
Say Rs. In lacs 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON BALENGA APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.10 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 4100.00 3.75 15375.00
taken 10 % Total 1537.50 sqm 15.00 23062.50
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 4100.00 3.75 0.05 768.75
taken 3 % Total 23.06 cum 5367.00 123776.44
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON BALENGA APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.10 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -62.500000 -812.50
(i) Bituminous surface @ 0.25 kg /Sqm 1537.500 13.00 sqm 19988.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 23.06 4562.00 cum 105211.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -812.50
A With bitumen -0.01
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1537.50 134.00 sqm 206025.00
Total 331224.00 #REF!
Say Rs. In lacs 3.31
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI BADBATTAR ROAD IN KM. (KM. 1/2 TO 8/8 = 7.80 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 7800.000 3.75 29250.00
taken 10 % Total 2925.00 sqm 15.00 43875.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 7800.000 3.75 0.05 1462.50
taken 5 % Total 73.13 cum 5367.00 392461.88
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI BADBATTAR ROAD IN KM. (KM. 1/2 TO 8/8 = 7.80 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. 1325.000000 17225.00
(i) Bituminous surface @ 0.25 kg /Sqm 2925.000 13.00 sqm 38025.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 73.13 4562.00 cum 333596.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher 17225.00
A With bitumen 0.17
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 2925.00 134.00 sqm 391950.00
Total 763571.00 #REF!
Say Rs. In lacs 7.64
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA TO THENGAPARA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 2500.00 3.00 7500.00
taken 10 % Total 750.00 sqm 15.00 11250
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 2500.00 3.00 0.05 375.00
taken 3 % Total 11.25 cum 5367.00 60378.75
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1.00 2500.00 3.00 7500.00
taken 10 % Total 750.00 sqm 142.00 106500
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA TO THENGAPARA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 750.000 13.00 sqm 9750.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 11.25 4562.00 cum 51323.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 750.00 134.00 sqm 100500.00 0
Total 161573.00
Say in Lacs 1.62
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI ORISSA BORDER ROAD IN KM. (KM. 1/2 TO 4/4 = 3.40 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 3400.00 3.75 12750.00
taken 10 % Total 1275.00 sqm 15.00 19125.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 3400.00 3.75 0.05 637.50
taken 5 % Total 31.88 cum 5367.00 171073.13
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI ORISSA BORDER ROAD IN KM. (KM. 1/2 TO 4/4 = 3.40 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -325.000000 -4225.00
(i) Bituminous surface @ 0.25 kg /Sqm 1275.000 13.00 sqm 16575.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 31.88 4562.00 cum 145414.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -4225.00
A With bitumen -0.04
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1275.00 134.00 sqm 170850.00
Total 332839.00 #REF!
Say Rs. In lacs 3.33
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON VISHRAMPURI COLONY ROAD IN KM. (KM. 1/2 TO 1/6 = 0.600 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 600.00 3.00 1800.00
taken 15 % Total 270.000 sqm 15.00 4050.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 600.00 3.00 0.05 90.00
taken 4 % Total 3.600 cum 5367.00 19321.20
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON VISHRAMPURI COLONY ROAD IN KM. (KM. 1/2 TO 1/6 = 0.600 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -1330.000000 -17290.00
(i) Bituminous surface @ 0.25 kg /Sqm 270.000 13.00 sqm 3510.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 3.60 4562.00 cum 16423.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -17290.00
A With bitumen -0.17
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 270.00 134.00 sqm 36180.00
Total 56113.00 #REF!
Say Rs. In lacs 0.56
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON TEWSA TO GARAWANDI ROAD IN KM. (KM. 1/2 TO 4/2 = 3.200 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 3200.00 3.75 12000.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 3200.00 3.75 0.05 600.00
taken 3 % Total 18.000 cum 5367.00 96606.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON TEWSA TO GARAWANDI ROAD IN KM. (KM. 1/2 TO 4/2 = 3.200 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -400.000000 -5200.00
(i) Bituminous surface @ 0.25 kg /Sqm 1200.000 13.00 sqm 15600.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 18.00 4562.00 cum 82116.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -5200.00
A With bitumen -0.05
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1200.00 134.00 sqm 160800.00
Total 258516.00 #REF!
Say Rs. In lacs 2.59
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON DADARGARH TO CHIPREL ROAD IN KM. (KM. 1/2 TO 5/4 = 4.400 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 4400.00 3.75 16500.00
taken 8 % Total 0.000 sqm 15.00 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 4400.00 3.75 0.05 825.00
taken 3 % Total 0.000 cum 5367.00 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
taken 8 % Total 0.000 sqm 142.00 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON DADARGARH TO CHIPREL ROAD IN KM. (KM. 1/2 TO 5/4 = 4.400 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -1600.000000 -24000.00
(i) Bituminous surface @ 0.25 kg /Sqm 0.000 15.00 sqm 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 0.00 5367.00 cum 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -24000.00
A With bitumen -0.24
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 0.00 142.00 sqm 0.00
Total 0.00 #REF!
Say Rs. In lacs 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ONDAKA TO TEWSA ROAD IN KM. (KM. 1/2 TO 4/10 = 4.00 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 4000.00 3.75 15000.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 4000.00 3.75 0.05 750.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ONDAKA TO TEWSA ROAD IN KM. (KM. 1/2 TO 4/10 = 4.00 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -100.000000 -1300.00
(i) Bituminous surface @ 0.25 kg /Sqm 1500.000 13.00 sqm 19500.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 22.50 4562.00 cum 102645.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -1300.00
A With bitumen -0.01
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1500.00 134.00 sqm 201000.00
Total 323145.00 #REF!
Say Rs. In lacs 3.23
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KARMARI TO BADEKHULI ROAD IN KM. (KM. 1/2 TO 3/4 = 2.24 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 2240.00 3.75 8400.00
taken 10 % Total 840.000 sqm 15.00 12600.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 2240.00 3.75 0.05 420.00
taken 3 % Total 12.600 cum 5367.00 67624.20
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KARMARI TO BADEKHULI ROAD IN KM. (KM. 1/2 TO 3/4 = 2.24 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -760.000000 -9880.00
(i) Bituminous surface @ 0.25 kg /Sqm 840.000 13.00 sqm 10920.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 12.60 4562.00 cum 57481.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -9880.00
A With bitumen -0.10
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 840.00 134.00 sqm 112560.00
Total 180961.00 #REF!
Say Rs. In lacs 1.81
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON TOSKAPAL TO ADENGA ROAD IN KM. (KM. 1/2 TO 4/10 = 4.00 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 4000.00 3.75 15000.00
taken 8 % Total 0.000 sqm 15.00 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 4000.00 3.75 0.05 750.00
taken 3 % Total 0.000 cum 5367.00 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
taken 8 % Total 0.000 sqm 142.00 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON TOSKAPAL TO ADENGA ROAD IN KM. (KM. 1/2 TO 4/10 = 4.00 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -1600.000000 -24000.00
(i) Bituminous surface @ 0.25 kg /Sqm 0.000 15.00 sqm 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 0.00 5367.00 cum 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -24000.00
A With bitumen -0.24
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 0.00 142.00 sqm 0.00
Total 0.00 #REF!
Say Rs. In lacs 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON NARNA UNDARI TO ADENGA ROAD IN KM. (KM. 1/2 TO 4/6 = 3.60 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 3600.00 3.75 13500.00
taken 8 % Total 0.000 sqm 15.00 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 3600.00 3.75 0.05 675.00
taken 3 % Total 0.000 cum 5367.00 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
taken 8 % Total 0.000 sqm 142.00 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON NARNA UNDARI TO ADENGA ROAD IN KM. (KM. 1/2 TO 4/6 = 3.60 KM.)
Road SOR w.e.f. 01.01.2025 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -1600.000000 -24000.00
(i) Bituminous surface @ 0.25 kg /Sqm 0.000 15.00 sqm 0.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 0.00 5367.00 cum 0.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -24000.00
A With bitumen -0.24
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 0.00 142.00 sqm 0.00
Total 0.00 #REF!
Say Rs. In lacs 0.00
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON LIHAGAON TO BANSKOT ROAD IN KM. (KM. 1/10 TO 5/2 = 3.40 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 3400.00 3.00 10200.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 3400.00 3.00 0.05 510.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON LIHAGAON TO BANSKOT ROAD IN KM. (KM. 1/10 TO 5/2 = 3.40 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -70.000000 -910.00
(i) Bituminous surface @ 0.25 kg /Sqm 1530.000 13.00 sqm 19890.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 25.50 4562.00 cum 116331.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -910.00
A With bitumen -0.01
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1530.00 134.00 sqm 205020.00
Total 341241.00 #REF!
Say Rs. In lacs 3.41
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON MARANGPURI ORISHA BORDER ROAD IN KM. (KM. 1/2 TO 6/2 = 5.10 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 5100.00 3.00 15300.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 5100.00 3.00 0.05 765.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON MARANGPURI ORISHA BORDER ROAD IN KM. (KM. 1/2 TO 6/2 = 5.10 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. 695.000000 9035.00
(i) Bituminous surface @ 0.25 kg /Sqm 2295.000 13.00 sqm 29835.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 38.25 4562.00 cum 174497.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher 9035.00
A With bitumen 0.09
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 2295.00 134.00 sqm 307530.00
Total 511862.00 #REF!
Say Rs. In lacs 5.12
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PALNA TO CHICHADI APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.075 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 4075.00 3.00 12225.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 4075.00 3.00 0.05 611.25
taken 3 % Total 18.338 cum 5367.00 98417.36
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PALNA TO CHICHADI APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.075 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -10.750000 -139.75
(i) Bituminous surface @ 0.25 kg /Sqm 1589.250 13.00 sqm 20660.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 18.34 4562.00 cum 83656.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -139.75
A With bitumen -0.00
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1589.25 134.00 sqm 212960.00
Total 317276.00 #REF!
Say Rs. In lacs 3.17
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON HARWEL TARAIBEDA PITISPAL ROAD IN KM. (KM. 2/10 TO 5/6 = 2.80 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 2800.00 3.00 8400.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 2800.00 3.00 0.05 420.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON HARWEL TARAIBEDA PITISPAL ROAD IN KM. (KM. 2/10 TO 5/6 = 2.80 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. -340.000000 -4420.00
(i) Bituminous surface @ 0.25 kg /Sqm 1260.000 13.00 sqm 16380.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 21.00 4562.00 cum 95802.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher -4420.00
A With bitumen -0.04
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 1260.00 134.00 sqm 168840.00
Total 281022.00 #REF!
Say Rs. In lacs 2.81
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KESHKAL -BANSKOT - MAKDI - AMRAWATI ROAD (MDR) IN KM. (KM. 34/2 TO 52/10= 19.00 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item Nos. L W H/D Qty unit
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm 1.00 19000.00 3.00 57000.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher 1.00 19000.00 3.00 0.05 2850.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
II. With mechanical paver finisher
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KESHKAL -BANSKOT - MAKDI - AMRAWATI ROAD (MDR) IN KM. (KM. 34/2 TO 52/10= 19.00 KM.)
Road SOR w.e.f. 15.06.2026 uptodate
S. No. Item No. Particulars of Item qnty rate unit amount
1 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. 4100.000000 53300.00
(i) Bituminous surface @ 0.25 kg /Sqm 5700.000 13.00 sqm 74100.00
2 5.21# Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. -150.000000 0.00
B With mechanical paver finisher 85.50 4562.00 cum 390051.00
3 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) -1600.000000 0.00
II. With mechanical paver finisher 53300.00
A With bitumen 0.53
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 5700.00 134.00 sqm 763800.00
Total 1227951.00 #REF!
Say Rs. In lacs 12.28
N.I.T. SCHEDULE FOR B.T. PATCH REPAIR WORK ON VARIOUS ROADS UNDER SUB DIVISION KESHKAL
1 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA KONDKERA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
2 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PENDRAWAN KOSMI AAYPURDIHI ROADS IN KM. (KM. 4/10 TO 6/10 = 2.20 KM.)
3 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON BALENGA APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.10 KM.)
4 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI BADBATTAR ROAD IN KM. (KM. 1/2 TO 8/8 = 7.80 KM.)
5 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA TO THENGAPARA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
6 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI ORISSA BORDER ROAD IN KM. (KM. 1/2 TO 4/4 = 3.40 KM.)
7 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON VISHRAMPURI COLONY ROAD IN KM. (KM. 1/2 TO 1/6 = 0.600 KM.)
8 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON TEWSA TO GARAWANDI ROAD IN KM. (KM. 1/2 TO 4/2 = 3.200 KM.)
9 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ONDAKA TO TEWSA ROAD IN KM. (KM. 1/2 TO 4/10 = 4.00 KM.)
10 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KARMARI TO BADEKHULI ROAD IN KM. (KM. 1/2 TO 3/4 = 2.24 KM.)
11 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON LIHAGAON TO BANSKOT ROAD IN KM. (KM. 1/10 TO 5/2 = 3.40 KM.)
12 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON MARANGPURI ORISHA BORDER ROAD IN KM. (KM. 1/2 TO 6/2 = 5.10 KM.)
13 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PALNA TO CHICHADI APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.075 KM.)
14 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON HARWEL TARAIBEDA PITISPAL ROAD IN KM. (KM. 2/10 TO 5/6 = 2.80 KM.)
15 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KESHKAL -BANSKOT - MAKDI - AMRAWATI ROAD (MDR) IN KM. (KM. 34/2 TO 52/10= 19.00 KM.)
( Road S.O.R. w.e.f. 15.06.2026 upto date ) P.A.C. 59.49 Lacs
S. No. Chapter No. Item No. Sub Item No. Particulars Quantity Unit Rate Amount SALNA KONDKERA PENDRAWAN KOSMI AAYPURDIHI BALENGA APPROACH ROAD GAMHARI BADBATTAR SALNA TO THENGAPARA GAMHARI ORISSA BORDER VISHRAMPURI COLONY TEWSA TO GARAWANDI ONDAKA TO TEWSA KARMARI TO BADEKHULI LIHAGAON TO BANSKOT MARANPURI ORISHA BORDER PALNA TO CHICHADI APPROACH HARWEL TARAIBEDA PITISPAL KBAM ROAD
1 5 5.2 5.2 (i) Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm 26534.25 sqm 13.00 344945.00 2625.0000 1237.5000 1537.5000 2925.0000 750.0000 1275.0000 270.0000 1200.0000 1500.0000 840.0000 1530.0000 2295.0000 1589.2500 1260.0000 5700.0000 26534.25 344945
2 5 5.2 5.21 (B) Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. (B) With mechanical paver finisher 448.98 cum 4562.00 2048224.00 43.7500 20.6250 23.0625 73.1250 11.2500 31.8750 3.6000 18.0000 22.5000 12.6000 25.5000 38.2500 18.3375 21.0000 85.5000 448.98 2048224
3 5 5.12 5.12 (II) (A) (ii) Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II) With mechanical paver finisher A) With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) 26534.25 sqm 134.00 3555590.00 2625.0000 1237.5000 1537.5000 2925.0000 750.0000 1275.0000 270.0000 1200.0000 1500.0000 840.0000 1530.0000 2295.0000 1589.2500 1260.0000 5700.0000 26534.25 3555590
Say in lacs Rs. 59.49
To enable entering data into the sheet, please click on 'Enable Editing'.
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MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000
Name of work :- B.T. PATCH REPAIR WORK ON VARIOUS ROADS UNDER SUB DIVISION KESHKAL
1 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA KONDKERA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
2 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PENDRAWAN KOSMI AAYPURDIHI ROADS IN KM. (KM. 4/10 TO 6/10 = 2.20 KM.)
3 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON BALENGA APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.10 KM.)
4 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI BADBATTAR ROAD IN KM. (KM. 1/2 TO 8/8 = 7.80 KM.)
5 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON SALNA TO THENGAPARA ROAD IN KM. (KM. 1/2 TO 3/6 = 2.50 KM.)
6 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON GAMHARI ORISSA BORDER ROAD IN KM. (KM. 1/2 TO 4/4 = 3.40 KM.)
7 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON VISHRAMPURI COLONY ROAD IN KM. (KM. 1/2 TO 1/6 = 0.600 KM.)
8 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON TEWSA TO GARAWANDI ROAD IN KM. (KM. 1/2 TO 4/2 = 3.200 KM.)
9 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON ONDAKA TO TEWSA ROAD IN KM. (KM. 1/2 TO 4/10 = 4.00 KM.)
10 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KARMARI TO BADEKHULI ROAD IN KM. (KM. 1/2 TO 3/4 = 2.24 KM.)
11 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON LIHAGAON TO BANSKOT ROAD IN KM. (KM. 1/10 TO 5/2 = 3.40 KM.)
12 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON MARANPURI ORISHA BORDER ROAD IN KM. (KM. 1/2 TO 6/2 = 5.10 KM.)
13 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON PALNA TO CHICHADI APPROACH ROAD IN KM. (KM. 1/2 TO 5/2 = 4.075 KM.)
14 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON HARWEL TARAIBEDA PITISPAL ROAD IN KM. (KM. 2/10 TO 5/6 = 2.80 KM.)
15 DETAILED ESTIMATE FOR B.T. PATCH REPAIR ON KESHKAL -BANSKOT - MAKDI - AMRAWATI ROAD (MDR) IN KM. (KM. 34/2 TO 52/10= 19.00 KM.)
SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field (Y/N) Offset/Reserve Price EMD Amount
1 PWD Road 2025 5.2 (i) Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm sqm 13.00 26534.250 344945.00 0 N 0 0
2 PWD Road 2025 5.21 (B) Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500. (B) With mechanical paver finisher cum 4562.00 448.975 2048224.00 0 N 0 0
3 PWD Road 2025 5.12 (II) (A) (ii) Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II) With mechanical paver finisher A) With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) sqm 134.00 26534.250 3555590.00 0 N 0 0
Total 5948759.00
Say in Lakh 59.49
Existing Commitments and on going all classes of civil engineering contruction work, by the prime comtractor in the same name and style
S. No. Project Name Description of Work Contract no. & Year Name & Address of the Employer Value of Contract (its. Lacks) Date of issue of work order Stipulated date of Completion Stipulatedperiod of completion in months Anticipated date of completion Value of work done upto date of issue of NIT (Rs. Lakhs) Probable value of works remaining to be completed (Rs. In lakhs) Anticipated months requied for completion of balance works Value of claims or disputer if any pending
Note:- (i) Enclose certificates form engineer(s) incharge (not below the rank of executive engineer of equivalent) for value of work remaining to be completed, value of work done, anticipated date of completion
(ii) Tenderer may attach cerfified copies of work order issued by engineer in charge not below the rank of executive engineer.
(iii) Applicable for "C" & "D" class Registered contractors only.
Cash Flow for performing the contract (applicable for works costing more than 10 crores)
Name of Division…………………………… Name of Contractor …………………………. AGR. No. Date ……………………………………..
Period of Contract ………………………… Value of Contract I/c Tendered % ……………………………………..
(A) Investment 1st month 2nd month 2rd month 4th month 5th month 6th month 7th month 8th month 9th month etc. Remark
(I) Initial (E.M.) P.G. Insurance (Establish Site office)
(ii) Advance for Procurement of material (if any)
(iii) Advance for procurement of labour (if any)
(iv) Purchase of New Equipment (if any)
(v) Other overheads staff including head office
(vi) Other if any (furnish details)
(x) Total investment
I) Gross Bill Amount
d Other recoveries if any
(y) Total Receipt
Net Cash Flow (x-y)
Note :- (1) This should co-relate to work Programme/Progress of work during the month
(2) Running bill will be expected to be paid within 15 days of the receipt and checking of measurement, quality and quality of items of work executed by the contractor
(3) Investment less net receipt for 1st 15 days and then during each month
(4) (Final bills is expected to be paid within 2 months of stisfactory completion work
(5) Total Investment less Total Receipt (-) be shown in bracket
MONTHLY TARGET Vs. ACTUAL ACHIEVEMENT
Cumulative Achievement of item of work for the month ending of Dated ……………/20………
Length ………………………………. Date of W.O. …………………………………… Date of Completion …………………………………. Extension of applied upto …………………….……………….
Sl. No. Item Cumulative Work Programme Cumulative achievement actual Slipage if any (Period) Reason for slippage ( Use add sheet if needed) How to restore Slippage (as per latest or extended date) If approved for extension (State up to ) Remark / Responsbility for delay and steps teken to mitigate default
As per Original 1ST Revision Last No. Revision
Comments of Executive Engineer if any Contractor
NAME OF DIVISION ……………………………………………… NAME OF CONTRACTOR ………………………………………………………………………. AGR. No. ……………………………………
DATE OR WORK ORDER ……………………………………… DUE DATE OF COMPLETION ……………………... EXTENSIONS GRANTED/APPLIED UP TO
DETAILD WORK PROGRAMME - ORIGINAL/1ST Revision/2nd Revision/…………. Revision)
Sr. No. Items Unit Months Remarks approximate amount against items as per programme may be mentioned
Approved - Executive Engineer Signature - (Contractor)
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