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Tender Value
₹84.7 L
EMD Value
₹64,000
Closing Date
21 Sept 2026, 5:30 pm
MR SE DURG 2 TAMAL LAL BHARTI(DFLT)
CE,DURG
WMM & BT PATCH REPAIR ON VARIOUS ROADS OF PANDARIYA SUB DIVISION
198673
NIT NO. 294/DURG(Kawardha)/2026
RESTRICTED TENDER
WORKS
PERCENTAGE
CE
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
6 documents required · 6 mandatory
Public Works Department (PWD)
WORKS
MR SE DURG 2 TAMAL LAL BHARTI(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CE,DURG
DURG,CIRCLE
DIVISION KAWARDHA
120
No
1
159491000
13102020
198673
21 Sep, 2026 5:30:00 PM IST
24 Sep, 2026 11:00:00 AM IST
2 Sep, 2026 8:30:00 PM IST
31082026
NIT NO. 294/DURG(Kawardha)/2026
WMM & BT PATCH REPAIR ON VARIOUS ROADS OF PANDARIYA SUB DIVISION
64000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
8472000.00
2
23 Sep, 2026 5:30:00 PM IST
8472000
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
03
18d 21h 30m
W17471
6 documents required · 6 mandatory
₹0
₹64,000
2 Sept 2026
2 Sept 2026
24 Sept 2026
2 Sept 2026
23 Sept 2026
Government of Chhattisgarh
ESTIMATE FOR WMM AND BT PATCH REPAIR WORK ON VARIOUS ROADS OF PANDARIYA SUB DIVISION, KAWARDHA ( C.G. )
Estimated Cost- 100.00 Lacs
Distt. kawardha (C.G.)
Executive Engineer
P.W.D. (B&R) Kawardha Division
CHHATTISGARH PUBLIC WORKS DEPARTMENT
GENERAL ABSTRACT
Estimated Cost : Rs. 100.00 LACS
Name of work ESTIMATE FOR WMM AND BT PATCH REPAIR WORK ON VARIOUS ROADS OF PANDARIYA SUB DIVISION, KAWARDHA ( C.G. )
S. No. Particulars Rate Amount
1 ESTIMATE FOR WMM AND BT PATCH REPAIR WORK ON VARIOUS ROADS OF PANDARIYA SUB DIVISION, KAWARDHA ( C.G. ) As per Detail attached 10000000.00
Say Rs.(Lacs) 100.0
Sub Engineer Sub Divisional officer Executive Engineer
PWD (B/R) Sub Dn Pandariya PWD (B/R) kawardha Dn
kawardha(c.g.) Kawardha(c.g.)
CHHATTISGARH PUBLIC WORKS DEPARTMENT
Report And Specification
Name of work : ESTIMATE FOR WMM AND BT PATCH REPAIR WORK ON VARIOUS ROADS OF PANDARIYA SUB DIVISION, KAWARDHA ( C.G. )
P.A.C. : Rs. 100.00 LACS
1. Scarifying existing bituminous.
3. Wet Mix Macadam
4. Providing and laying leveling course
5. Prime coat (SS-1, grade confirming to IS:8887)
6. Tack coat (RS-1, grade confirming to IS:8887)
7.Close Graded Premix Surfacing/Mixed Seal Surfacing
Specification : The work will be executed Strictly as per MORTH. Specification
Rate : The Rates provided in the Estimate as per Road S.O.R. issued by Engineer in Chief w.e.f. 15.06.2026,
ESTIMATE FOR WMM AND BT PATCH REPAIR WORK ON VARIOUS ROADS OF PANDARIYA SUB DIVISION, KAWARDHA ( C.G. )
S.N. Item no. Description of Items Measurements Quantity Unit Rate Amount
1 3.10 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all leads & lifts.
Kota Lormi Pandariya road 15.20 km
Pandariya bajag road 37.00 km
Baghamuda to narsingpur 7.00 km
Ruse to karimati road 4.00 km
Amalimalgi to mahua madwa road 4.05 km
Ruse to mohgaon road 2.45 km
Mainroad to Bhaisbod road 2.50 km
kui amera neour badna road 7.20 km
Mohtara basti app road 0.80km
Kharhatta to dongariya road 1.80 km
Padua to kathhotiya road 2.70km
Ruse to bhagatpur road 3.00 km
Padua to dhourabandh road 2.25 km
2 3.11 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts.
3 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
4 4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.
Kota Lormi Pandariya road 15.20 km
Pandariya bajag road 37.00 km
Baghamuda to narsingpur 7.00 km
Ruse to karimati road 4.00 km
Amalimalgi to mahua madwa road 4.05 km
Ruse to mohgaon road 2.45 km
Mainroad to Bhaisbod road 2.50 km
kui amera neour badna road 7.20 km
Mohtara basti app road 0.80km
Kharhatta to dongariya road 1.80 km
Padua to kathhotiya road 2.70km
Ruse to bhagatpur road 3.00 km
Padua to dhourabandh road 2.25 km
Pandatarai to fasterpur 26.20 km
5 4.11 Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering, rolling etc. complete as per clause 408.
B With Smooth wheeled roller
as per above roads
6 5.1 Prime coat Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS: 8887) on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per clause 502.
(i) on WBM / WMM surface @0.85 kg/ sqm.
7 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
as per above roads
8 5.2 (ii) (ii) Granular surface treated with primes @ 0.30 kg / Sqm 89.95 100 1.85 1.90 31617.4 sqm 15 474261.00
9 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
as per above roads
10 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 )
11 10.6 Filling Pot-holes and Patch Repairs with Close Graded Premix Surfacing / Mixed Seal Surfacing (Type A with 11.2 to 0.09mm size aggregate) 20mm thick Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous material as per clause 512, compacting with smooth wheeled roller, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat.
Say Rs(LACS) 8474093.00
GRAND TOTAL 9999429.74
Sub Engineer Sub Divisional officer Executive Engineer
PWD (B/R) Sub Dn Pandariya PWD (B/R) kawardha Dn
kawardha(c.g.) Kawardha(c.g.)
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MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000
NIT SCHEDULE FOR WMM & BT PATCH REPAIR ON VARIOUS ROADS OF PANDARIYA SUB DIVISION , KAWARDHA ( C.G. ).
PAC Rs.84.72 lakh
SERIAL No. Department SOR YEAR Item Code Description UOM Rate Quantity Amount
1 PWD PWD ROAD 2026 4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. cum 1365.00 616.20 841113.00
2 PWD PWD ROAD 2026 5.1 (i) Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. sqm 65.00 31220.80 2029352.00
3 PWD PWD ROAD 2026 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 leaned with mechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm Sqm 15.00 sqm 13.00 16590.0 215670.00
4 PWD PWD ROAD 2026 5.2 (ii) (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 15.00 31220.8 468312.00
5 PWD PWD ROAD 2026 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 4562.00 151.64 691782.00
6 PWD PWD ROAD 2026 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 121.00 33096.80 4004713.00
7 PWD PWD ROAD 2026 10.6 Filling Pot-holes and Patch Repairs with Close Graded Premix Surfacing / Mixed Seal Surfacing (Type A with 11.2 to 0.09mm size aggregate) 20mm thick Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous material as per clause 512, compacting with smooth wheeled roller, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 i/c tack coat. sqm 147.00 1504.00 221088.00
Total Rs 8472030.00
Sub Engineer Sub Divisional officer Executive Engineer
PWD (B/R) Sub Dn Pandariya PWD (B/R) kawardha Dn
kawardha(c.g.) Kawardha(c.g.)
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