NIT 1125 Construction of CC Road Under MMGGPY PKG NO C.C. Road with Drain MukhyamargKundeli se Mahe

Name of Road :- C.C Sadak sah nali nirman kundeli road to primary school raiyamipara to mahesh house

Block Dantewada

District Dantewada

Estimated Cost :- Lakhs

18 % GST Rs. Lakhs

1% Contingencies Lakhs

Estimated Total Cost :- Lakhs

Executive Engineer cum Member Secretary

Project Implementation Unit No.-01

Chhattisgarh Rural Road Development Agency

District South Bastar, Dantewada (C.G.)

Name of Road C.C Sadak sah nali nirman kundeli road to primary school raiyamipara to mahesh house

PIU CGRRDA PIU CGRRDA

Dantewada Dantewada

List of Road Proposed for Construction of C.C. Road Side Drain

S. No. Name of District Name of Circle Name of PIU Name of Block Package No. Road Name Length of Road Estimated Cost in Lakhs (Rs.) Remark

Construction contingencies (1%) 18 % GST Total

1 Dantewada Circle No.-01, Jagdalpur PIU-01, Dantewada Geedam - Name of Work :-Consruction of CC road cum shoulder and drain at kundeli road to primary school raiyamipara to mahesh house

Executive Engineer cum Member Secretary

Project Implementation Unit No.-01

Chhattisgarh Rural Road Development Agency

District South Bastar, Dantewada (C.G.)

MUKHYA MANTRI GRAM SADAK YOJNA

(Ministry Of Rural Development, Govt. Of India)

Technical Reports And Specification

1 Name Of Road : C.C Sadak sah nali nirman kundeli road to primary school raiyamipara to mahesh house

2 Length Of Road (KM.) : Km.

3 Name Of Block : Dantewada

4 Name Of District : Dantewada

5 Estimated Cost : Lakhs

6 Head : MMGGPY

7 Sanctioned Year :

8 Package Number : NA

9 Date Of Completion Of Work :

11 (a) Administrative Sanction : Chhattisgarh Rural Road Development Agency, Raipur

12 (b) Technical Sanction : E.E. PIU, DANTEWADA/S.E. PMGSY Circle No. 01, Jagdalpur

13 Ref. Of Inspect :

14 Neccesity Of Work : To provide all season approches to the villegers in basti portion and to allow trasportation of vehicles to every part of village. To provide a clean and hyegenic environment inside village in all seasons by providing drains for disposal of S rainwater and S house hold wastewater. This PMGSY road length Km. Sanctioned Under PMGSY 2006-07 was completed on dated 31.03.2010 after it 5 yearperiod Ater completion of maintenance period traffic on road regulary passed up to 1 year so that road is damage. So it is neccessary to maintened it.

15 Provisions made in the estimate as per inspection reports : :

1) Excavation in cutting

2) Excavation in Structure as per drawing

3) Granular Sub-base

4) Cement Concrete Pavement M-30

5) I. P.C.C grade M 15

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

7) Supplying, fitting and placing HYSD bar

16 Rates and specification : The rates and specification are based as per SOR issued CGRRDA dated Feb 2018

Sub-Engineer Assistant-Engineer E.E./Secretary

PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada

MUKHYAMANTRI GRAM GAURAV PATH YOJANA

BILL OF QUANTITIES

Name of Work :-Consruction of CC road cum shoulder and drain at kundeli road to primary school raiyamipara to mahesh house

Block - Dantewada Feb - 2018 SOR

S.No. SOR Item No. Description of Item Rate Unit

Quantity Amount

1 3.5(i) (i) Excavation in Cutting in Soil by Manual/Machinery 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 91 cum

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 354 Cum

3 4.1 (a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) 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) 910 Cum

4 6.1 (ii) Cement Concrete Pavement (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. 7136 Cum

5 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) 5387 Cum

6 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 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 19249 Each

7 Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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 19621 Each

8 7.6 (A) 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. (A) 600 mm dia 4099 M

9 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. 5335 cum

10 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 75072 MT

11 9.8 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

(I) 5th Kilometer Stone (precast) 5180 Each

Add 18 % GST amount

Grand Total (Incl. GST)

Sub-Engineer Assistant-Engineer E.E./Secretary

PIU-01, GRRDADantewada PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada E.E./Secretary

PIU-01, CGRRDA Dantewada

DETAILED ESTIMATE

Name of Work :-Consruction of CC road cum shoulder and drain at kundeli road to primary school raiyamipara to mahesh house Name of Block - Dantewada Name of Road Dantewada-Sukma Road Km. 18.00 to Kotwarpara

Village - Kundeli Length - 0.600 km Year 2005-06

S.No. SOR Item No. Description of Item No. L B D Quantity Unit Rate Amount 4.5 Date of Completion 25.01.2008

1 Speed Breaker 6

1 3.5(i) Excavation in Cutting in Soil by Manual/Machinery 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 Hume pipe 6

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

2 4.1 (a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)

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)

4 6.1 (ii) Cement Concrete Pavement (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.

5 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) 2 0.5 cum 5387

6 9.14 (b) Providing and Fixing Informatory and Logo Board of PMGSY Project

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 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

7 Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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

8 7.6 (A) 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. (A) 600 mm dia

9 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.

10 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 10 mm @ 200 c /c 0.000 cum 75072

11 7.18(iii) 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 III. R.C.C grade M 20

Add 18 % GST amount

Add 1% Contingencies

Grand Total (Incl. GST)

Grand Totla in lakhs

Sub-Engineer Assistant-Engineer E.E./Secretary

PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada

3 Dismantling of Structures

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

(B) Cement Concrete

MUKHYAMANTRI GRAM GAURAV PATH YOJANA

Name of Work :-Consruction of CC road cum shoulder and drain at kundeli road to primary school raiyamipara to mahesh house Name of Block - Dantewada Name of Road Dantewada-Sukma Road Km. 18.00 to Kotwarpara

Village - Kundeli Length - 0.600 km Length - 0.600 km Year 2005-06

S.No. SOR Item No. Description of Item No. L B D Quantity Unit Rate Amount 4.5 Date of Completion 25.01.2008

1 Speed Breaker 6

1 3.5(i) Excavation in Cutting in Soil by Manual/Machinery 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 Hume pipe 6

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

2 4.1 (a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)

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)

4 6.1 (ii) Cement Concrete Pavement (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.

5 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) 2 0.5 cum 5387

6 9.14 (b) Providing and Fixing Informatory and Logo Board of PMGSY Project

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 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

7 Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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

8 7.6 (A) 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. (A) 600 mm dia

9 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.

10 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 10 mm @ 200 c /c 0.000 cum 75072

11 7.18(iii) 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 III. R.C.C grade M 20

Add 18 % GST amount

Grand Total (Incl. GST)

Grand Totla in lakhs

Sub-Engineer Assistant-Engineer Assistant-Engineer E.E./Secretary

PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada PIU-01, CGRRDA Dantewada

3 Dismantling of Structures

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

(B) Cement Concrete