NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-KRY-KHAD-07 District-MCB

MUKHYAMANTRI GRAM GAURAV PATH YOJANA (MMGGPY)

(Ministry of Rural Development, Govt. Of chhattisgarh)

BILL OF QUANTITY (BOQ)

Construction of C.C.Road & C.C.Drain from MUKHYA MARG TO BACHHAN GAR

BLOCK : KHADGAWAN Distt : MCB

LENGTH : 400.00M

S.No Item No. Particular Qty. Unit Rate Amount

1 3.5(i) Excavation in Cutting in Soil by manual means

Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

2 4.1(d) 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)

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.

3 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.

4 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

5 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 M 10 (Nominal mix 1:3:6)

FOR C.C.DRAIN RD 00-100.00 M 7.000

6 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

7 7.10(III) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(III) P.C.C. grade M 20 (Nominal mix (1:2:4)

8 7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9 7.6 Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried 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.

10 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards

Semi-Reflective Traffic signs upto 0.90 sqmDirection and place identification 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 2.70 Sqm 5285 14270

11 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY 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 uperior 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 1.00 Each 18610 18610

12 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos. 1m long, fixed with angle iron 50x50x5 mm MS angle on the back .

Add 1 % Contingency 35037

Grand Total 4169360

Prepared by Checked by Approved by

Sub - Engineer Asst. Engineer Executive Engineer cum Member Secretary

PIU, CGRRDA KOREA PIU, CGRRDA KOREA Project Implementation Unit

MUKHYAMANTRI GRAM GAURAV PATH YOJANA (MMGGPY)

(Ministry of Rural Development, Govt. Of chhattisgarh)

BILL OF QUANTITY (BOQ)

Construction of Construction of C.C.Road & C.C.Drain from AMBEDKAR PARA TO MUKHYAMARG

BLOCK : KHADGAWAN Distt : MCB

LENGTH : 300.00 M

S.No Item No. Particular Qty. Unit Rate Amount

1 3.5(i) Excavation in Cutting in Soil by manual means

Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

2 4.1(d) 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)

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.

3 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.

4 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

5 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 M 10 (Nominal mix 1:3:6)

6 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

7 7.10(III) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(III) P.C.C. grade M 20 (Nominal mix (1:2:4)

FOR C.C.SHOULDER

8 7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9 7.6 Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried 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.

10 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards

Semi-Reflective Traffic signs upto 0.90 sqmDirection and place identification 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 2.70 Sqm 5285 14270

11 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY 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 uperior 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 1.00 Each 18610 18610

12 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos. 1m long, fixed with angle iron 50x50x5 mm MS angle on the back .

Add 1 % Contingency 27881

GRAND TOTAL 3317832

Prepared by Checked by Approved by

Sub - Engineer Asst. Engineer Executive Engineer cum Member Secretary

PIU, CGRRDA KOREA PIU, CGRRDA KOREA Project Implementation Unit

MUKHYAMANTRI GRAM GAURAV PATH YOJANA (MMGGPY)

(Ministry of Rural Development, Govt. Of chhattisgarh)

BILL OF QUANTITY (BOQ)

Construction of C.C.Road & C.C.Drain from CHANDRADEV GHAR TO LAKSMAN PRAJAPATI GHAR

BLOCK : KHADGAWAN Distt : MCB

LENGTH : 300.00M

S.No Item No. Particular Qty. Unit Rate Amount

1 3.5(i) Excavation in Cutting in Soil by manual means

Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

2 4.1(d) 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)

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.

3 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.

4 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

5 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 M 10 (Nominal mix 1:3:6)

6 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

7 7.10(III) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(III) P.C.C. grade M 20 (Nominal mix (1:2:4)

8 7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9 7.6 Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried 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.

10 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards

Semi-Reflective Traffic signs upto 0.90 sqmDirection and place identification 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 2.70 Sqm 5285 14270

11 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY 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 uperior 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 1.00 Each 18610 18610

12 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos. 1m long, fixed with angle iron 50x50x5 mm MS angle on the back .

Add 1 % Contingency 27881

GRAND TOTAL 3317832

Prepared by Checked by Approved by

Sub - Engineer Asst. Engineer Executive Engineer cum Member Secretary

PIU, CGRRDA KOREA PIU, CGRRDA KOREA Project Implementation Unit

MUKHYAMANTRI GRAM GAURAV PATH YOJANA (MMGGPY)

(Ministry of Rural Development, Govt. Of chhattisgarh)

BILL OF QUANTITY (BOQ)

Construction of C.C.Road & C.C.Drain from DHARAMPAL GHAR TO JAGARNATH GHAR

BLOCK : KHADGAWAN Distt : MCB

LENGTH : 500.00M

S.No Item No. Particular Qty. Unit Rate Amount

1 3.5(i) Excavation in Cutting in Soil by manual means

Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

2 4.1(d) 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)

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.

3 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.

4 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

5 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 M 10 (Nominal mix 1:3:6)

6 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

7 7.10(III) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(III) P.C.C. grade M 20 (Nominal mix (1:2:4)

8 7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9 7.6 Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried 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.

10 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards

Semi-Reflective Traffic signs upto 0.90 sqmDirection and place identification 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 2.70 Sqm 5285 14270

11 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY 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 uperior 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 1.00 Each 18610 18610

12 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos. 1m long, fixed with angle iron 50x50x5 mm MS angle on the back .

Add 1 % Contingency 44978

GRAND TOTAL 5352436

Prepared by Checked by Approved by

Sub - Engineer Asst. Engineer Executive Engineer cum Member Secretary

PIU, CGRRDA KOREA PIU, CGRRDA KOREA Project Implementation Unit

MUKHYAMANTRI GRAM GAURAV PATH YOJANA (MMGGPY)

(Ministry of Rural Development, Govt. Of chhattisgarh)

BILL OF QUANTITY (BOQ)

Construction of C.C.Road & C.C.Drain

BLOCK : KHADGAWAN Distt : MCB PIU : KOREA

MUKHYA MARG TO BACHHAN GAR 400 M AMBEDKAR PARA TO MUKHYAMARG 300 M CHANDRADEV GHAR TO LAKSMAN PRAJAPATI GHAR 300 M DHARAMPAL GHAR TO JAGARNATH GHAR 500 M PACKAGE-MMGGPY-KRY-KHAD-07

S.No Item No. Particular Unit Rate Qty. Amount Qty. Amount Qty. Amount Qty. Amount Qty. Amount

1 3.5(i) Excavation in Cutting in Soil by manual means

Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

2 4.1(d) 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)

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.

3 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.

4 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

5 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 M 10 (Nominal mix 1:3:6)

FOR C.C.DRAIN RD 00-100.00 M 7.000

6 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

7 7.10(III) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(III) P.C.C. grade M 20 (Nominal mix (1:2:4)

8 7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

9 7.6 Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried 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.

10 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards

Semi-Reflective Traffic signs upto 0.90 sqmDirection and place identification 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 Sqm 5285 2.70 14270 2.7 14270 2.7 14270 2.7 14270 10.80 57078

11 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY 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 uperior 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 Each 18610 1.00 18610 1 18610 1 18610 1 18610 4.00 74440

12 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos. 1m long, fixed with angle iron 50x50x5 mm MS angle on the back .

Sub - Engineer Asst. Engineer Executive Engineer cum Member Secretary

PIU, CGRRDA KOREA PIU, CGRRDA KOREA Project Implementation Unit