377/G/Sarangarh/2nd call/dated 28.10.2026

COMPARATIVE STATEMENT

Name of Work : - W.B.M. & B.T.Renewal on Pawani Bilaigarh Road in Km. 1 to 4, Dumhani-Bilaigarh road in Km 1 to 5/6 & B.T. Renewal Work on Bilaigarh-Basana Road in Km. 32,33,40,43 (600) Under Bilaigarh Sub Division

Agt. No. :- 9/DL of 2015-16 Rate of Contract :- @17% Below Road S.O.R. w.e.f. 01.01.2015 & amended upto 01.01.2015

PAC :- 217.27 Lacs Name of Contractor :- Shri Mohan Poddar , A Class Contractor, Manendragarh, Koria (CG)

S. No. SOR Item No. Particulars As per Agreement/ Technical Sanction As per Workdone Details of Difference Remarks

Quantity Rate Unit Amount Quantity Rate Unit Amount Saving Excess

1 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 1366.2 250 Cum 8687 0

2 4.1 A b ii Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 For Sub-base cum drainage layer or upper sub-base with Grading-VI Material 369.9 1363 Cum 561 Cum 0

3 4.1 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) 1664.9 1434 Cum 5077.6 Cum 0

4 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. 7500 64 Sqm 17500 Sqm 0

5 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 1400 15 Sqm 17500 Sqm 0

6 5.2.(ii) 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.(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 7500 17 Sqm 17500 Sqm 0

7 5.7.(i) Open-Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to 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, finished to required level and grades as per clause 510) (1) Mechanical method using Bitumen and minimum 40-60 TPH capacity hot mix plant. With mechanical paver finisher. 21500 122 Sqm 17500 Sqm 0

8 5.9. B (i) Seal Coat (Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including rolling and finishing using Type A and B seal coats as per clause 511) Type-‘B’ (i) Providing and laying of premix sand seal coat with minimum 40-60 TPH HMP of appropriate capacity using crushed stone chipping (passing through 2.36mm size sieve) and with bitumen as binder. 21500 47 Sqm 38150 Sqm 0

9 4.13.A Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (A) With smooth wheeled roller 1125 291 Cum 38150 Cum 0

10 4.13.B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (B) With smooth wheeled roller 2259 277 Cum 49784 Cum 0

11 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Up to 3 m depth 80.85 146 Cum 38150 Cum 0

12 9.6 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904. 16.74 759 Cum 38150 Cum 0

13 6.6.(i) Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10 6.48 2789 Cum 49784 Cum 0

14 6.6.(iii) Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (iii) P.C.C. M-25 225 4286 Cum 38150 Cum 0

15 6.6.(iv) Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (iv) P.C.C. M-30 612.5 4350 Cum 2820 Cum 0

16 9.9 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 39.66 3768 Cum 35 Cum 0

17 9.5.A Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 450 mm dia 37.5 1769 metre 38150 metre 0

18 9.5.B Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia 52.5 2459 metre 312.2 metre 0

19 3.9 Add extra over item 3.1 to 3.2 & 3.7 to 3.8 above for transportation for disposal beyond 1.0 Km lead. 72.639 905 Cum 38150 Cum 0

20 9.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503. 13.5 2413 Cum 38150 Cum 0

21 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 189 250 Cum 38150 Cum 0

22 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 lifts and lead up to 1000 meters) as per clause 305.4.3. 2450 23 Sqm 38150 Sqm 0

23 6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) 335 2332 Cum 38150 Cum 0

As per Tender Rate =@ 17% Below

Total Value of Contract Rs. =

Excess Amount Rs. =

Sub-Engineer Sub-Divisional Officer Executive Engineer

P.W.D. Sub-Division P.W.D. Division

Bilaigarh (C.G.) Baloda Bazar(C.G.)

GENERAL ABSTRACT

Estimate no. : 0

Buddget Item No. : 3848

Major Head : 64/5054

Minor Head : 4149

Service : PWD (C.G.)

Name of Project : CONSTRUCTION OF BRIDGE ON AMRAI NALLA OF SALOUNIKALA TO GIRVANI ROAD

Quantity Sub-Head Rate Unit Amount

As per Detail Attached 1 ESTIMATE FOR APPROACH ROAD ON AMRAI NALLA OF SALOUNIKALA TO GIRWANI ROAD As per Detail attached

-do- 2 CONSTRUCTION OF CROSS DRAINAGE WORKS ON CONSRTUCTION OF BRIDGE ON AMRAI NALLA OF SALOUNIKALA TO GIRVANI ROAD -do- 69.95

Quality Control Charge @ 1%

Work and Contingency Charges @ 1%

TOTAL COST OF ROAD

Sub-Engineer Sub-Divisional Officer Executive Engineer

P.W.D. Sub-Div.Bilaigarh P.W.D. Div.Baloda Bazar

CHECK LIST FOR PROJECTS FOR ADMINISTRATIVE APPROVAL

1 NAME OF WORK : CONSTRUCTION OF BRIDGE ON AMRAI NALLA OF SALOUNIKALA TO GIRVANI ROAD

2 DISTRICT : BALODA BAZAR

(i) ROAD : (a) Village Road/O.D.R.R./M.D.R./W.B.M./B.T. etc.

(ii) BRIDGE/CULVERT : (b) Slab/HPC (Single/Double)

4 LENGTH OF ROAD : 0.150 Kms.

5 NUMBER OF VILLAGE BENFITTED AND TOTAL POPULATION :

6 STATUS OF PROJECT : On going/New

7 DETAILS OF PROJECT COST FOR WHICH A.A. BROUGHT : Rs. 96.68 Lacs.

8 S.O.R.USED : SOR for Road/Bridge Works Public Works Department w.e.f. 01/01/2015 & For Bridge Work 01/01/2015

9 B.I.No. AND BUGET PROVISION FOR YEAR 2015-16 : B.I.No.3848 and Buget is Rs.300 Lacs for YEAR 2016-17

10 FUND PROVIDING AGENCY : State/Sentral/NABARD/A.B.B.P./Word Bank Aided

11 RUNNING COST PER Km. : Rs. 653.07 Lacs./Km.

12 SCHEDULE DATE OF COMPLETION :

Sub-Engineer Sub-Divisional Officer Executive Engineer

P.W.D. Sub-Div.Bilaigarh P.W.D. Div.Baloda Bazar

REPORT AND SPECIFICATIONS

1. Name of Work :- CONSTRUCTION OF BRIDGE ON AMRAI NALLA OF SALOUNIKALA TO GIRVANI ROAD Length 0.150 Km.

2. Amount of Work 96.68 Lacs.

3. Authority C.G. Govt. Raipur

5. Provision The following provision has been provided in this estimate

Slab Culvert : 2 x 6 m span (SKEW 300)

GSB Grade V : 150 mm for complete road in full width

GSB Grade V : 150 mm for Carriage Way

DLC For Rigid pavement : 150 mm thick in Rigid Pavement

PQC For Rigid pavement : 300 mm thick in Rigid Pavement

6. Rate The rate has been provided in the estimate as per S.O.R. issude by Engineer in Chief C.G. PWD inforce from 01.01.2015 for Road and Bridge Works without ammendment.

7. Specification The Standard IRC specification Laid down by MORTH will be followed in this work.

Some IRC that Fallowed:

IRC-SP-37-2012 (Design of Flaxable Pavement)

IRC-SP-13-2004 (Design of Small Bridge/Culvert)

IRC-SP-49 (Guideline for DLC)

IRC-SP-58 (Design of C.C. Road)

Sub-Engineer Sub Divisional officer Executive Engineer

P.W.D. Sub-Div.Bilaigarh P.W.D. Div.Baloda Bazar

Detailed Estimate for B.T.Patch on Pawani-Madwa Road in Km.1 to 15/6 (100) = 14.50 Km.

s.o.r.Road 01.01.2015 Amunded upto 06.04.2016

S. No. SOR Item No. Particular Quantity Rate Unit Amount

1 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. 64 Sqm

2 5.2 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 17 Sqm

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 ) 146 Sqm

Say Rs. In Lacs

Sub- Engineer Sub-Divisional Officer Executive Engineer

P.W.D. Sub Division P.W.D. Division

Bilaigarh Baloda Bazar (C.G.)

Detailed Estimate for B.T.Patch on Pawani-Madwa Road in Km.1 to 15/6 (100) = 14.50 Km.

S. No. Item No. Particular Nos. Length Width Height/ Depth Quantity

1 5.1 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)

1 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.

2 5.2 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm

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. A ii) With mechanical paver finisher With bitumen Type B ( 13.2 mm to 0.09 mm size aggregates )

Sub- Engineer Sub-Divisional Officer

P.W.D. Sub Division

DETAIL ESTIMATE

NAME OF WORK : CONSTRUCTION OF BRIDGE ON AMRAI NALLA OF SALOUNIKALA TO GIRVANI ROAD

LENGTH OF ROAD : 0.150 Km.

TOTAL COST OF ROAD : 96.68 Lacs

B.P.Rs. : 300.00 Lacs

COST/KM. : 653.07 Lacs

BI No. : 3848 for YEAR 2016-17

EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT, (B.&R.) DIVISIONBALODA BAZAR (C.G.)

To enable entering data into the sheet, please click on 'Enable Editing'.

Please insert items from 12th row.

Every row will be considered as a distinct item.

The row, in which the two fields- 'Item Code' and 'Description' are blank, will not be considered.

If 'CREDIT ITEM' is not entered, default value '0' will be taken.

If 'Calc Field' is not entered, default value 'N' will be taken.

MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000

N.I.T. SCHEDULE FOR S/R WORK OF VERIOUS 02 ROAD LENGTH 1474.30 M. (MDR & VR) , UNDER BILAIGARH SUB DIVISION

(1) AMODI-MADWA-PAWANI ROAD (MDR-470) IN KM 19/4 To 19/10 (172.30)= 772.30 M.

(2) MOHATARA-MANPASAR ROAD (VR-111) IN KM 1/2 To 1/8 (102M) = 702 M.

s.o.r.Road 01.01.2025 Amunded upto P.A.C. Rs. = 75.00 Lacs

SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Amodi-Madwa Pawani Rd Mohatara-Manpasar Rd Total Amount

1 PWD PWD ROAD 2025 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum Cum 4748 1158.45 421.2

Say Rs in Lacs :-

Sub- Engineer Sub-Divisional Officer Executive Engineer

P.W.D. Sub Division P.W.D. Division

Bilaigarh (C.G.) Sarangarh (C.G.)