NIT 1213 Construction of CC Road Under MMGGPY PKG NO RAJIV GANDHI SEVA KENDRA KI OR GRAM-LILAR

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TECHNICAL REPORT

1 NAME OF WORK CONSTRUCTION OF CC SADAK SAH NALI NIRMAN BUDHRAM MARKAM GHAR TO RAJIV GANDHI SEVA KENDRA KI OR GRAM-LILAR

2 VILLAGE LILAR

4 BLOCK DHAMTARI

6 SCHEME MUKHYA MANTRI GRAM GAURAV PATH

7 NACESSARY FOR VILLAGERS USE

8 TS BY EXECUTIVE ENGINEER PIU CGRRDA DHAMTARI

9 AS BY JOINT SECRETARY, C.G. GOVT. P.A.R.D

10 SPECIFICATION AS PER ESTIMATE ATTACHED

11 SOR ISSUED BY CHIEF ENGINEER C.G. RURAL ROAD DEVELOPMENT AGENCY

RAIPUR (C.G.) ENFORCED FROM 22.02.2018

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M-15 Shoulder M-15 Shoulder

4 m Width C.C. M-30

GSB 0.15 m Thickness

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MUKHYAMANTRI GRAM GAURAV PATH YOJNA

DEATAILED ESTIMATE FOR CONSTRUCTION OF CEMENT CONCRETE ROAD

CONSTRUCTION OF CC SADAK SAH NALI NIRMAN BUDHRAM MARKAM GHAR TO RAJIV GANDHI SEVA KENDRA KI OR GRAM-LILAR Block : DHAMTARI Distt : DHAMTARI

Length of the Gaurav Path In Meters : 250M 250 From BUDHRAM To RAJIV GANDHI

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 up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 2 1.5 SQM 1

1 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. 2 2 0.15 cum 21

2 3.4(II) 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 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) 0 2 0.25 cum 176

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. (I) Ordinary soil

For 600 mm dia FC 0 7.5 0.8 0.8

5 7.18 (ii) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M 20 (Nominal mix (1:2:4) 5 6 1 0.15 cum 4316

6 7.19 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (0.135 MT per Cum) MT 53623

7 4.1 (D) Granular Sub-base with Well Graded Material (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

For CC. Road 1 5 0.15

4% for Well Mounth & Junction

8 6.1 (ii) Cement Concrete Pavement 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. 1 4 0.2

4% for Well Mounth & Junction

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.

P.C.C grade M 15(Nominal mix (1:2.4) Side shoulder 2 0.5 0.2

Dran Base 2 212 0.5 0.15

10 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) 600mm dia 7.5 RM 2928

11 7.23 (i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material 0 7.5 0.8 0.8

Deduction of Pipe portion 0

12 9.2 (B) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signsmore than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 1 1.2 1.8 Sqm 4667

13 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 1 Each 13749

Add 1% for contingency

MUKHYAMANTRI GRAM GAURAV PATH YOJNA

BOQ FOR CONSTRUCTION OF CEMENT CONCRETE ROAD

CONSTRUCTION OF CC SADAK SAH NALI NIRMAN BUDHRAM MARKAM GHAR TO RAJIV GANDHI SEVA KENDRA KI OR GRAM-LILAR Distt : Dhamtari

Length of the Gaurav Path In Meters : 250M

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

1 PMGSY 2018 2.2 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. SQM

2 PMGSY 2018 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. cum

3 PMGSY 2018 3.4(II) 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 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) cum

4 PMGSY 2018 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 cum

5 PMGSY 2018 7.18 (ii) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M 20 (Nominal mix (1:2:4) cum

6 PMGSY 2018 7.19 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (0.135 MT per Cum) MT

7 PMGSY 2018 4.1 (A) Granular Sub-base with Well Graded Material (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) (A) Crushed Stone Materials cum

8 PMGSY 2018 6.1 (ii) Cement Concrete Pavement 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

9 PMGSY 2018 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

10 PMGSY 2018 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) 600mm dia RM

11 PMGSY 2018 7.23 (i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material cum

12 PMGSY 2018 9.2 (B) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signsmore than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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

13 PMGSY 2018 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 No.