157 /G/TC/Kanker/ B.T. Patch Repair on Various Roads under P.W.D. Sub Division Pharasgaon. (Part-02)

N.I.T. SCHEDULE FOR WMM & B.T. PATCH REPAIR WORK FOR SH, MDR & VARIOUS VILLAGE ROADS UNDER SUB DIVISION PHARASGAON

DISTRICT KONDAGAON Year 2026-27

S. No. Name of Road

1 Kondagaon-Amrawati-Yerla Road in km 32,33,34,35/2,4,35/6(100)m 36/4,6,8,10, 37 to 40,41/2,4=8.70 km

2 Keshkal-Baskot-Makdi-Amrawat Road in km 53 to 87/6=34.60 km

3 Jarendi to Arungula Road in km 1 to 5/8= 4.725 km

4 Bhatwa to otenda Road in km 1 to 7= 7.00 km

5 School para to Dandwan Road in km 1 to 1/10 =1.00 km

6 Themgaon to Gamhari Road in km 1 to 2= 2.00 km

7 Koharapara to Schoolpara Road in km 1 to 1/10 =1.00 km

8 Maragaon to Koharapara Road in km 1 to 1/10 =1.00 km

9 Tamrawand-to Khutbeda Road in km 1 to 3/4 = 2.40 km

10 Tamrawand-Torendi Road in km 7/4(100)m. 7/6 to 7/10,8,9/2 km =1.90

11 Toraga to Belondi Road in km 2 .00= 2.00 km

SOR of Road Work for P.W.D. w.e.f. 15-06-26 PAC Rs:- 52.07 Lacs

S.NO. Item Code Discription of Item QUANTITY UNIT RATE AMOUNT

1 4.6 Wet Mix Macadam (Providing, laying, spreading and compactinggraded stone aggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layerswith paver in sub- base / base course on well prepared surface andcompacting with vibratory roller to achieve the desired density as per clause 406.) cum 1365

2 5.1 Prime coat (Providing and applying primer coat with oil basedbitumen emulsion (SS-1, grade confirming to IS:8887) on preparedsurface of granular Base including clearing of road surface andspraying primer using mechanical means as per clause 502. clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm sqm 65

3 5.2 Tack coat Providing and applying tack coat with bitumen emulsio(RS-1, grade confirming to IS:8887) using emulsion pressuredistributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (i) Bituminous surface @ 0.25 kg /Sqm sqm 13

ii) Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 15

4 5.21# Providing and laying leveling course / profile corrective course with bituminous macadamWith minimum 40-60 TPH capacity hot mix plant using crushedaggregates of Grading-1premixed with bituminous binder @ 3.1% transported to site and laid over a previouslyprepared surface withpaver finisher to the required grade, level and alignment and rolledas per clause-501.6 and 501.7 to achieve the desired compactioncomplete in all respect and as per relevant clause section 500. (B) With mechanical paver finisher cum 4562

5 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 surfacingmaterial of 20 mm thickness using bitumen to the required line,grade and level to serve as wearing course on a previously preparedbase, including mixing in a suitable plant, laying and rolling with aSmooth wheeled roller 8-10 tonne capacity, and finishing to requiredlevel 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 ) 0

II With mechanical paver finisher 0

A With bitumen 0

ii) Type B ( 13.2 mm to 0.09 mm size aggregates sqm 121

6 3.1 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surfaceto a depth of 50 mm and disposal of scarified material with in all leads & lifts. 750 sqm 26

8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) 5th kilometer stone (precast) each 2436

(ii) Ordinary Kilometer stone (Precast) each 1460

(iii) Hectometer stone (Precast) each 410

8.19 Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79. each 1913

8.2 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. each 1491

8.24 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) each 384

8.4 Providing and fixing concrete sign boards resting on ground pre-cast/ cast-in-situ in PCC M20 grade with surface reinforcement of 8 mm dia bars @ 155 mm c/c over 300 mm thick PCC M15 grade foundation concrete i/c cost of excavation, plastering with CM 1:3 & finishing with neat slurry cement, painting two or more coats to give an even shade and figuring as directed by Engineer-in-charge.

(i) Type A : Village boards ( 600 mm long, 300 mm wide at bottom & 100 mm wide at top, and height 600 mm above 500 mm thick block of size 700 x 400 x 500 mm with both faces inclined ) 6 each 3208

(ii) Type B : Destination boards ( 700 mm long, 300 mm wide at bottom & 100 mm wide at top, and height 800 mm above 500 mm thick block of size 800 x 400 x 500 mm with one face vertical ) 8 each 3972

(iii) Type C : Cautionary boards (500 x 500 x 500 mm at bottom & 500 x ( 500+100)/2 x 500 mm at top over 300 mm thick block of size 500 x 500 x 300 mm with one face vertical ) 8 each 4297

8.15 Painting, figuring and numbering as per IRC specification complete for

(iv) Boundary stone each 22

8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specification each 217

8.17 Providing painting figuring and numbering to minor bridge up to 30 m linear waterway complete as per IRC specification. each 181

8.5 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on amild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properl designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

8.6 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm,2Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing)

8.13 Road Marking with Hot Applied ermoplastic Compound with Reflectorizing Glass Beads on ituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) Sqm 707

8.37 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated ylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.

8.27 Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100mm x 50mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 meters high above ground, 2 m centre to centre, complete as per approved drawings)

3.20(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick RCC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 m c/c (L=1400 mm) including cutting, bending and binding wire, placingin position, roviding shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

3.20(ii) Construction of RCC open drain 0.6 m x 0.6 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

MISCELLANEOUS ITEMS

9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding . (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )

B 600 mm dia Rm 2459

C 900 mm dia Rm 4874

10.11 Detailed survey of existing road including chaining , leveling , with cross section at 25.0 m intervals and closing survey each day's work , fixing bench marks, painting , taking trial pits and submission of road cross sections , L- sections , quantity statements in computerized prints in five copies in proper files and all type of compliance required by the Engineer-in charge. Km 14175

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)