NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-RGH-41(03 works), District-Raigarh

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, RAIGARH

BILL OF QUANTITY

Package No. - MMGGPY-RGH-41 Block - Raigarh & Pussore

No. oF Road - 03 District - Raigarh

Total Length - 1000 M

Sl. No. SOR No. Particulars Unit Rate (Rs) Gram Panchayat :- Banora Primary School Se Narayan Sidar K Ghar tak Banora Gram Panchayat :- Gopalpur Main Road Atal Chowk Se Maddile School Tak Gopalpur Gram Panchayat :- Aurda Pmgsy Road Se School Ki Our Aurda Total

Length:- 300 M Length:- 400 M Length:- 300 M Length:- 1000 M

Quantity Amount(Rs) Quantity Amount(Rs) Quantity Amount(Rs) Quantity Amount(Rs)

1 3.5 (ii) (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 CUM 85.00 0.00 0 720.00 61200 30.00 2550 750.00 63750

2 3.4 Construction of Embankment with Material Obtained from Pits (i) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) using vibratory roller. CUM 222.00 0.00 0 0.00 0 165.00 36630 165.00 36630

4 2.11 Dismantling of Cement Concrete Pavements Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 CUM 2068.00 257.40 532303 0.00 0 0.00 0 257.40 532303

5 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(For 300 mm Burried Condition) Cum 394.00 0.00 0 0.00 0 261.57 103059 261.57 103059

6 7.3 (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) CUM 4576.00 1.20 5491 0.00 0 0.00 0 1.20 5491

7 7.3 (ii) Bedding for Causeway/Pipes Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) (D) 300 mm dia CUM 1200.00 0.00 0 2.70 3240 0.00 0 2.70 3240

8 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 394.00 0.00 0 8.10 3191 0.00 0 8.10 3191

9 7.6 (C) 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. (D) 300 mm dia RMT 1129.00 15.00 16935 15.00 16935 15.00 16935 45.00 50805

11 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. (D) 600 mm dia CUM 2928.00 0.00 0 7.50 21960 0.00 0 7.50 21960

13 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. CUM 4970.00 216.00 1073520 288.00 1431360 246.00 1222620 750.00 3727500

14 7.10(ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(ii) P.C.C grade M 15(Nominal mix (1:2.5:5) CUM 4576.00 30.00 137280 0.00 0 10.62 48597 40.62 185877

15 4.1(d) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available. CUM 1772.00 0.00 0 366.60 649615 264.00 467808 630.60 1117423

16 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 CUM 5889.00 276.00 1625364 376.00 2214264 270.00 1590030 922.00 5429658

17 9.14 (A) (II) 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. (II) PCC/RCC each 18610.00 2.00 37220 2.00 37220 2.00 37220 6.00 111660

18 9.8 Reinforced cement concrete M15 grade kilometre 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 0.00 0

(ii) Ordinary Kilometer Stone (Precast) Rd 1000 each 2292.00 2.00 4584 2.00 4584 2.00 4584 6.00 13752

Total 3434677 Total 4445550 3541734 Total 11421961 #REF!

Total Amount(Con.+GST) 4052919 5245749 4179246 13477914

Sub Engineer Assistant Engineer Executive Engineer

PIU-1 PIU-1 PIU-1

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

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! 0.00 #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 0.00 0.00 966.00

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! 216.00 #REF! #REF!

9 6.1 (ii) #REF! #REF! #REF! 272.00 #REF! 276.00 #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! 2.00 #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.)

o"kZ 2015&16 esa Lohd`r iSdt Ø-RGH-MMGGPY-18dk rqyukRed fooj.k fjekdZ

l-Ø- fodkl [kaM lM+d dk uke iz'kkldh; Lohd`fr ds vk/kkj ij rduhdh Lohd`fr dss vk/kkj ij fopyu fuekZ.k ds vk/kkj ij

yackbZ ¼fdeh-½ iqy iqfy;ksa dh la[;k fuekZ.k dk;Z dh ykxr yackbZ ¼fdeh-½ iqy iqfy;ksa dh la[;k fuekZ.k dk;Z dh ykxr yackbZ ¼fdeh-½ iqy iqfy;ksa dh la[;k fuekZ.k dk;Z dh ykxr

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

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.)