NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-BLP-14(03 Works), District-Balrampur

Technical Report and Specification

1 Name of work Construction of cement concrete road Sah Nali Nirman

2 Name of Road CC Sadak Sah Nali Nirman Mukhay Marg to Patelpara Tak

3 Length of road (KM) 300 M.

4 Village Name Komkotoli

5 Gram Panchayat Surbena

6 Name of Block Kusmi

7 Name of District Balrampur

8 Estimated cost Rs. 21.64 Lakh

9 Head Mukya Mantri Gram Gourav Path Yojna

(a) Administrative sanction Rs. 21.64 Lakh

(b) Technical Sanction E.E. CGRRDA PIU Balrampur .

12 Necessity of Work To Provide the facilities to the villagers for transportation of their Agro products, Educations, Medicals aids etc.

1. Excavation in Cutting in Soil manual Machinery means

2. Granular Sub-base in 5.00 M. width & 0.15 M. thickness

3. Cement concrete pavement of M 30 grade in 4.00 M. width & 0.20 M. thickness

4. P.C.C. M 15 ordinary grade (1:2.5:5) levelling course

5. Providing and Fixing Informatory and Logo Board of PMGSY Project

6. Providing and laying reinforced cement concrete pipe NP3 of 300 mm dia

7. Construction of Plain Cement Concrete Drain with P.C.C. grade M-15

8. Providing and laying reinforced cement concrete in substructure R.C.C. grade M 20 1:2:4

9. Supplying, fitting and placing HYSDY bar reinforcement (Fe 415) in substructrue

14 Rates and specification The rates and specifications are based on the Schedule of Rate for LWE Districts enforced from Feb 2018 issued by C.E. CGRRDA.

Sub Engineer CGRRDA PIU- Balrampur Assistant Engineer CGRRDA PIU- Balrampur Executive Engineer CGRRDA PIU- Balrampur

For all Districts ESTIMATE FOR C.C. ROAD CUM DRAIN CONSTRUCTION (GOURAV- PATH ) Length-300 M. FORMAT F-6

Name of Work :- Construction of cement concrete road Sah Nali Length of the Road :- 300 M. SOR 22.02.2018

Name of Road :- CC Sadak Sah Nali Nirman Mukhay Marg to Patelpara Tak Block - Kusmi District :- Balrampur

Village- Komkotoli Gram Panchayat:- Surbena

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

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

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. Ordinary soil i. Upto 3 m depth

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)

Pavement & Shoulder 1 300.00 5.00 0.150 225.00

4 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. 1 300.00 4.000 0.200 240.00

5 7.18 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) 630

5% Extra for Bell Mouth 2.00

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 1 1 Each 13749.00 13749.00

7 9.15 Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (B) Providing and fixing of typical " PMGSY Citizen Information Board" made of brick/stone masonary of RCC as per drawings and specifications painted by standard colour as per drawing with lettering, border, heading, logo, arrows etc. using synthetic enamel paint of superior quality and all details as per standard drawings of PMGSY including excavation, concreting painting base, border and lettering, painting cross-section of road and other required details etc. complete as directed by Engineer-in-charge. (I) Brick/Stone Masonary

Nabard Board 1 1 Each 11229.00 11229.00

8 7.6 (D) 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. 300 mm dia 1 5.00 5.00 M 1129.00 5645.00

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

10 7.18 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

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

R.C.C. Cover in front of houses 7 3.00 0.50 0.10 1.05 Cum 4316.00 4532.00

11 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

Add 12% G.S.T.of Construstion cost 229612

1% CONTINGENCIES 1% 21430

GRAND TOTAL 2164477

Sub Engineer CGRRDA PIU- Balrampur Assistant Engineer CGRRDA PIU- Balrampur Executive Engineer CGRRDA PIU- Balrampur

B.O.Q. FOR C.C. SADAK SAH NALI NIRMAD WORK UNDER MUKHAY MANTRI GRAM GOURAV PATH YOJANA

Package No. MMGGPY-BLP-14

Total Length - 1950 M

Block- Balrampur & Wadrafnagar

Name of District -- Balrampur- Ramanujganj

S. No. Department SOR Year BOQ Item ID BOQ Description Unit Rate CC Sadak Sah Nali Nirman Mukhay Basti me Maharajganj Length-950 M. CC Sadak Sah Nali Nirman Main Road se Basant ke Ghar tak Madanpur Length-500 M. CC Sadak Sah Nali Nirman Syamsundar ke Ghar se Ambedkar Bhawan Tak Length-500 M. Grand Total Length- 1950 M. Remark 1950

Block- Balrampur Block- Wadrafnagar Block- Balrampur

Quantity Amount Quantity Amount Quantity Amount Quantity Amount Amount

1 PARD PMGSY 2025 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 Cum 65.00 712.50 46313.00 375.00 24375.00 375.00 24375.00 1462.50 95063.00

2 PARD PMGSY 2025 3.4(i) Construction of Embankment with Material Obtained from Pits 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 more than 5) Cum 222.00 1425.00 316350.00 750.00 166500.00 750.00 166500.00 2925.00 649350.00

3 PARD PMGSY 2025 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 Cum 394.00 237.50 93575.00 125.00 49250.00 125.00 49250.00 487.50 192075.00

4 PARD PMGSY 2025 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) Cum 804.00 712.50 572850.00 375.00 301500.00 375.00 301500.00 1462.50 1175850.00

5 PARD PMGSY 2025 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 5889.00 798.00 4699422.00 420.00 2473380.00 420.00 2473380.00 1638.00 9646182.00

6 PARD PMGSY 2025 7.18 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) Cum 4839.00 199.50 965381.00 105.00 508095.00 105.00 508095.00 409.50 1981571.00

7 PARD PMGSY 2025 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 Each 18610.00 1.00 18610.00 1.00 18610.00 1.00 18610.00 3.00 55830.00

8 PARD PMGSY 2025 9.2 (B) Semi-Reflective Traffic signs more 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 5756.00 1.80 10361.00 1.80 10361.00 1.80 10361.00 5.40 31083.00

9 PARD PMGSY 2025 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. 600 mm dia M 2928.00 30.00 87840.00 30.00 87840.00 30.00 87840.00 90.00 263520.00

10 PARD PMGSY 2025 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 4970.00 256.50 1274805.00 135.00 670950.00 135.00 670950.00 526.50 2616705.00

11 PARD PMGSY 2025 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 For height upto 5 m II. P.C.C. grade M 20 (Nominal mix (1:2:4) Cum 5384.00 16.50 88836.00 12.00 64608.00 12.00 64608.00 40.50 218052.00

12 PARD PMGSY 2025 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 MT 72243.00 1.42 102513.00 1.03 74555.00 1.03 74555.00 3.48 251623.00

13 PARD PMGSY 2025 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. CUM 394.00 40.86 16099.00 40.86 16099.00 40.86 16099.00 122.58 48297.00

14 PARD PMGSY 2025 7.3 (II) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) CUM 1200.00 3.16 3791.00 3.16 3791.00 3.16 3791.00 9.48 11373.00

15 PARD PMGSY 2025 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M15 (Nominal mix (1:2.5:5) CUM 4576.00 19.46 89035.00 19.46 89035.00 19.46 89035.00 58.37 267105.00

16 PARD PMGSY 2025 7.18 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 CUM 4839.00 15.13 73215.00 15.13 73215.00 15.13 73215.00 45.39 219645.00

17 PARD PMGSY 2025 7.4 B Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry 1000 mm dia RMT 5468.00 10.00 54680.00 10.00 54680.00 10.00 54680.00 30.00 164040.00

18 PARD PMGSY 2025 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 1032.00 15.39 15887.00 15.39 15887.00 15.39 15887.00 46.18 47661.00

19 PARD PMGSY 2025 10.5 (I) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504 CUM 1619.00 6.19 10022.00 6.19 10022.00 6.19 10022.00 18.57 30066.00

20 PARD PMGSY 2025 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications including trimming of slopes to proper profile and preparation of bed as per section 2504 CUM 1923.00 3.09 5937.00 3.09 5937.00 3.09 5937.00 9.26 17811.00

MUKHAY MANTRI GRAM GOURAVPATH YOJNA

COST ESTIMATE OF CC ROAD

NAME OF ROAD :- CC SADAK SAH NALI NIRMAN MUKHAY MARG TO PATELPARA TAK

LENGTH :- 300 M

S.No. PARTICULAR AMOUNT

1 CONSTRUCTION OF CC ROAD 2164477

GRAND TOTAL 2164477

SAY TOTAL RS IN LAKHS 21.64

Sub Engineer CGRRDA PIU- Balrampur Assistant Engineer CGRRDA PIU- Balrampur Executive Engineer CGRRDA PIU- Balrampur

Technical Sanction For Rs. ………………………….. Lakhs

In Words Rs. ……………………………………………

Executive Engineer

CGRRDA, PIU-Balrampur

Distt.Balrampur (C.G)