NIT 1125 Construction of CC Road Under MMGGPY PKG NO C.C.Road with Drain BarrebedaMukhyamarg se Som

TECHNICAL REPORT AND SPECIFICATION

1 NAME OF WORK :- Construction of Cement Concrete Road

Construction of Gram Gourav Path

Length : 200.00mt Mtr.

Gram : Barrebeda

Gram Panchayat: Bondanar

Block - Antagarh, Distt. -Kanker ( C.G. )

2 NAME OF ROAD :- Cement Concrete Pavement Sah Nali Nirman - Barrebeda Mukhyamarg to Sombati & Laxman Komra Ghar Tak

3 ESTIMATE COST :- Rs. 19.38 Lakhs

4 SCHEME :- Mukhya Mantri Gram Gourav Path Yojna

5 NECESSITY OF WORK :- Provide facility to communication

6 TECHNICAL SANCTION :- Executive Engineer PIU-1, CGRRDA, KANKER

7 ADMINISTARATIVE SANCTION :- CG Government (PARD)

8 PROVISION :- The following Provisions have made in his estimate

1 Construction of granular Subbase

2 Providing and laying nominal mix cement concrete M 30

3 Construction of PCC Shoulder M15 grade

4 Construction of PCC Drain Grade M 15

5 Providing & Laying CC Pipe NP3 600mm dia

9 RATES :- The estimate is based on current schedule of Rates for (CGRRDA) is publishing the new ‘’STATE SCHEDULE OF RATES ‘’ (S.S.O.R), Which is made effective from 06 June 2025

10 SPECIFICATION :- As per S.O.R.

MUKHYAMANTRI GRAM GAURAV PATH YOJNA

ESTIMATE FOR CEMENT CONCRETE ROAD

Name of road:- Cement Concrete Pavement Sah Nali Nirman - Barrebeda Mukhyamarg to Sombati & Laxman Komra Ghar Tak Village:- Barrebeda

Length of the Gaurav Path In Meters : 200.00mt Block : Antagarh Distt : KANKER

Sr. No. SOR Item No. DESCRIPTION OF ITEMS No. L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

1 2.2 Clearing Grass and Removal of Rubbish

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

2 3.2 Compacting Original Ground / Existing Embankment.

Loosening, Leveling 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.

3 4.1(a) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place of method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired (B) Disintegrated rock i.e. mourum having CBR value not less then 15% and PL & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer)

4 6.1(ii) Cement Concrete Pavement 1 200.00 4.00 0.20 160.000 Cum. 5889.00 942240

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.

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 P.C.C grade M 15 (Nominal mix (1:2.5:5)

6 6.5 P.C.C. Drain

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.

7 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 As per Qty.item no.6 drain cover 65 kg/per cum steel 325.00 Kg

8 7.6 (A) Prociding and laying cement concrete pipe NP3 on first clas bedding of granular material including fixing colar with cementsend mortar 1.2 but ezcluding ezcavation protection works backfilling concrete and masonary work in head wall and parapes as per clause 1106 (A) 600 mm dia 3 7.50 0.000 0.000 22.50 RM 2928.00 65880

9 9.14(B) Providing and Fixing Informtory and Logo Board of PMGSY Project 1 _ _ _ 1 Each 18610.00 18610

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

10 9.15 (A) 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 1 - - - 1 Each 14010.00 14010

11 9.2 (A) A Semi-Reflective Traffic signs upto 0.90 sqm Direction 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 4 0.50 0.60 0.52 0.624 Sqm 5285.00 3298

GRAND TOTAL 1938184

Rs. In Lacs. 19.38 LACS. 2.96

MUKHYAMANTRI GRAM GAURAV PATH YOJNA

BOQ FOR CEMENT CONCRETE ROAD

Name of road:- Cement Concrete Pavement Sah Nali Nirman - Barrebeda Mukhyamarg to Sombati & Laxman Komra Ghar Tak Village:- Barrebeda Sarandi

Length of the Gaurav Path In Meters : 200.00mt Block : Antagarh

Sr. No. SOR Item No. DESCRIPTION OF ITEMS QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

1 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 1200.000 Sqm 2.00 2400

2 3.2 Compacting Original Ground / Existing Embankment. Loosening, Leveling 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. 180.000 Cum. 25.00 4500

3 4.1(a) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place of method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired (B) Disintegrated rock i.e. mourum having CBR value not less then 15% and PL & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer) 150.000 250 804.00 120600

4 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. 160.000 Cum. 5889.00 942240

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 P.C.C grade M 15 (Nominal mix (1:2.5:5) 40.000 Cum. 4839.00 193560

6 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. 51.000 Cum. 4970.00 253470

7 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 0.33 250 73726.00 23961

8 7.6 (A) Prociding and laying cement concrete pipe NP3 on first clas bedding of granular material including fixing colar with cementsend mortar 1.2 but ezcluding ezcavation protection works backfilling concrete and masonary work in head wall and parapes as per clause 1106 (A) 600mm Dia 22.50 RM 2928.00 65880

9 9.14(B) Providing and Fixing Informtory 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 1 Each 18610.00 18610

10 9.15 (A) 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 1 Each 14010.00 14010

11 9.2 (A) A Semi-Reflective Traffic signs upto 0.90 sqm Direction 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 0.624 250 5285.00 3298

GRAND TOTAL 1938184

Rs. In Lacs. 19.38 LACS.

MUKHYAMANTRI GRAM GAURAV PATH YOJNA

ESTIMATE FOR CEMENT CONCRETE ROAD

Cement Concrete Pavement Sah Nali Nirman - Barrebeda Mukhyamarg to Sombati & Laxman Komra Ghar Tak Village :- Barrebeda

Length of the Gaurav Path Meters : 200.00 Block : Antagarh Distt : Kanker

Path - M 30 Shoulder

Drain 200 mm Thick 200mm thick

GSB - 150 mm Thick

P.C.C. - M-15 - 100mm Thick

Drain M - 15 Shoulder M - 15 Shoulder M - 15 Drain M - 15