NIT 1125 Construction of CC Road Under MMGGPY PKG NO C.C. road with Drain Akshaylalkeghar se shiv M

CROSSECTIONAL DETAILS OF CEMENT CONCRETE PAVEMENT

Name of Work- Construction of cement concrete Pavement & Side Drain

Name of Road- #REF!

GSB(150mm Thick) M30 Grade C.C.Pavement(200 mm Thick)

Camber 2.5% Camber 2.5%

Drain Shoulder Camber 3.5% Drain

GSB(C.B.R. > 15 %)

C.C.Shoulder,Drain Cement Concrete Pavement (M-30) C.C.Shoulder,Drain

1.Cement Concrete Pavement- M-30 Grade,4.00 m wide and 0.20 m thick.

2.Cement ConcreteShoulder and Drain-M-15 Grade, 0.15m thick,1.00m wide.

3.Sub Base C.B.R.>15%,0.15 m thick under C.C.Pavement and 0.20 m thick under Shoulder and Drain.

Sub Engineer Assistant Engineer Executive Engineer

Rural Development Division Rural Development Division Rural Development Division

CG.R.R.D.A. Raigarh CG.R.R.D.A. Raigarh CG.R.R.D.A. Raigarh

MUKHYA MANTARI GRAM GAURAV PATH YOJANA

BILL OF QUANTITY

ROAD NAME:- AKSHAY LAL GHAR TO TOWARDS SHIV TEMPLE TAK CC ROAD

VIDHANSABHA:- BHARATPUR -SONHAT

VILLAGE:- PHULJHAR 49.502 M

GRAM PANCHAYAT:- PHULJHAR

BLOCK:- BHARATPUR

DISTRICT :- M.C.B.

LOCATION :-AKSHAY LAL GHAR TO TOWARDS SHIV TEMPLE C. C. ROAD

Sl. No. SOR No. Particulars Quantity Unit Rate (Rs) Amount (Rs)

1 3.5 (i) Excavation for roadway in soil for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3 737.50 Cum 65 47938

2 7.1 (I) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material

Ordinary soil (i.) Upto 3 m depth 305.40 Cum 394 120328

3 7.3 (II) Bedding for Causeway/Pipes (II) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 3.750 Cum 1200 4500

4 7.10(i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

P.C.C. GRADE M10 NOMINAL MIX 1:3:6 7.680 Cum 4614 35436

5 7.10 (II) Providing concrete for plain/ reinforced concrete in open foundations complet as per drawings and technical specification Clause 802,803,1202 & 1203

II. P.C.C. Grade M-15 NOMINAL MIX 1:2.5:5 40.320 Cum 4576 184504

6 7.6 Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits 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 as per Clause 1106.

7 3.2 Compacting Original Ground / Existing Embankment Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 0.00 Cum 25 0

8 4.1(a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller.

Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) 381.00 Cum 804 306324

9 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. 126.00 Cum 4970 626220

10 6.1 (ii) Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 408.00 Cum 5889 2402712

11 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I)P.C.C grade M 15 (Nominal mix (1:2.5:5) 75.00 Cum 4839 362925

12 9.14 (B) Providing and Fixing Informatory and Logo Board of MMGGPY Project

(B) Providing and fixing of typical MMGGPY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2.00 each 18610 37220 31.05

13 9.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. (A)Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 3.24 sqm 5285 17123

14 9.8 Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

(II) Ordinary Kilometer Stone (Precast) 2.00 Each 2292 4584

(III) 200 m stone (precast) 2.00 Each 660 1320

ADD 18% GST 755110

Total Amount(Con.+GST) 4950164

Say In Lakh 49.50 15.37025922

Sub Engineer Assistant Engineer Executive Engineer

.P.I.U , C.G.R.R.D.A .P.I.U , C.G.R.R.D.A .P.I.U , C.G.R.R.D.A

Manendragarh Distt-MCB Manendragarh Distt-MCB Manendragarh Distt-MCB

VARIATION STATEMENT

#REF! #REF! Block :- #REF! Distict :- Raigarh

Name Of Road AS PER TECHNICAL SANCTION Length :- 340 m Variation Estimate Length :-380 m DIFFRENCE OF AMOUNT &TECHNICAL SANCTION REASION FOR DIFFRENCE

1 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 0.00 0.00 0.00

Sl. No. SOR No. DESCRIPTION OF ITEMS Unit Rate (Rs) Quantity Amount (Rs) Quantity Amount (Rs)

1 3.5 (iii) (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 #REF! #REF! 714.00 #REF! #REF! #REF! #REF!

2 7.1 (I) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil (i). Upto 3 m depth Cum 161.00 6.00 966 #REF! #REF! #REF!

3 7.3 (ii) Bedding for Causeway/Pipes (II) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Cum 956.00 2.00 1912 #REF! #REF! #REF!

4 #REF! #REF! RMT 0.00 7.50 0 #REF! #REF! #REF!

7 3.12 (b) (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) Cum 176.00 0.00 0 0.00 0.00

5 3.12 (b) (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) Cum 176.00 136.00 23936 0.00 0.00 23936.00

6 3.2 Compacting Original Ground / Existing Embankment Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. #REF! #REF! 306.00 #REF! #REF! #REF! #REF!

8 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. #REF! #REF! 107.10 #REF! #REF! #REF! #REF!

9 6.1 (ii) #REF! #REF! #REF! 272.00 #REF! #REF! #REF! #REF!

10 9.14 (A) (I) Providing and Fixing Informtory and Logo Board of PMGSY Project Providing typical PMGSY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc (A) with ready mix synthetic enamel paint of superior quality in required shed & colours. (i) Brick/Stone Masonary #REF! #REF! 1.00 #REF! #REF! #REF! #REF!

11 9.8 (II) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (III) 200 m stone (precast) #REF! 449.00 4.00 1796 0.00 0.00 1796.00

12 9.6 Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 #REF! 98.00 68.00 6664 0.00 0.00 6664.00

Total #REF! #REF! #REF!

Say #REF! #REF! #REF!

Sub Engineer Assistant Engineer Executive Engineer

Rural Development Division Rural Development Division Rural Development Division

CG.R.R.D.A. Raigarh CG.R.R.D.A. Raigarh CG.R.R.D.A. Raigarh

OFFICE OF THE EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.)

SL. No. Name of Road As per Technical Sanction As per Variation Estimate

Length in Km No. of CDS No. of FDS Length in Km No. of CDS No. of FDS

BT CC Total BT CC Total

ASSISTANT ENGINEER EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.) C.G.R.R.D.A. RAIGARH (C.G.)

OFFICE OF THE EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.)

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ASSISTANT ENGINEER EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.) C.G.R.R.D.A. RAIGARH (C.G.)

OFFICE OF THE EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.)

Variation Statement

Santion Year :-2015-2016 Agreement No.RGH-MMGGPY-RGH-18 DATE 10.05.2015

Stipulated of Completion :-

S.No. Package No. Name of Road Cost in Lacks Length in Km Earthwork (Cost in Lacs) Sub Grade (Cost in Lacs) GSB (Cost in Lacs) WBM Grade-I (Cost in Lacs) WBM Grade-II (Cost in Lacs) WBM Grade-III (Cost in Lacs) BT (Cost in Lacs) C.C. Road (Cost in Lacs) Shoulder (Cost in Lacs) FDS Nos. (Cost in Lacs) Other work (Cost in Lacs)

1 RGH-MMGGPY-RGH-18 #REF! Technical Sanction #REF! 0.340 #REF! 0.000 153000.000 0.000 0.000 0.000 0.000 #REF! #REF! 11346.000 #REF!

Revised #REF! #REF! #REF! 0.000 #REF! 0.000 0.000 0.000 0.000 #REF! #REF! #REF! #REF!

Variation #REF! #REF! #REF! 0.000 #REF! 0.000 0.000 0.000 0.000 #REF! #REF! #REF! #REF!

% OF Variation #REF! #REF! #REF! 0.000 #REF! 0.000 0.000 0.000 0.000 #REF! #REF! #REF! #REF!

ASSISTANT ENGINEER EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.) C.G.R.R.D.A. RAIGARH (C.G.)

OFFICE OF THE EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.)

Variation Statement

Santion Year :-2015-2016 Agreement No.RGH-MMGGPY-RGH-18 DATE 10.05.2015

Stipulated of Completion :-

S.No. Package No. Name of Road Cost in Lacks Length in Km Earthwork Sub Grade GSB WBM Grade-I WBM Grade-II WBM Grade-III BT C.C. Road Shoulder FDS Nos. Other work

Revised #REF! #REF! #REF! 0 #REF! 0 0.000 0.000 0.000 #REF! #REF! 1.000 #REF!

Variation #REF! #REF! #REF! 0.000 #REF! 0.000 0.000 0.000 0.000 #REF! #REF! 1.000 #REF!

% OF Variation #REF! #REF! #REF! 0.000 #REF! 0.000 0.000 0.000 0.000 #REF! #REF! 50.000 #REF!

ASSISTANT ENGINEER EXECUTIVE ENGINEER

RURAL DEVELOPMENT DIVISION RURAL DEVELOPMENT DIVISION

C.G.R.R.D.A. RAIGARH (C.G.) C.G.R.R.D.A. RAIGARH (C.G.)