1120 Construction & Maintenance LSB , SCA Fund, PKG No Bheji to Bhandarpadar Road RD 1500 M District

CONSTRUCTION OF MINOR BRIDGE ACROSS Unit 3 14960509 149.605

ACROSS RIVER AT RD 1500 M IN BHEJI TO BHANDARPADAR ROAD Unit 3 14960509 149.605

SHORT SPAN BRIDGE 8.0M SPAN 6 UNIT OPEN TYPE FOUNDATION PIER & OPEN TYPE FOUNDATION ABUTMENT

ESTIMATE BASED ON S.O.R. FOR BRIDGE WORK ISSUED BY ENGINEER IN- CHIEF C.G.P.W.D. RAIPUR INFORCE FROM 01.01.2015 @ 90%

S. NO. Item No. Item of work No. L B H/D Qty. Unit Rate Amount Abutment Return Peir

1 2.1 A Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical.Ordinary soil (i) Upto 3 m depth 1285.37 Cu. M 131.0 168383

II. Ordinary Rock (not requiring blasting) 317.90 Cu. M 224.1 71242

2 2.6 A (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A) Using concrete mixer (I) PCC Grade M15 119.21 Cu. M 4152.0 494977

3 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). A Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20 1599.67 Cu. M 4995.9 7991791

5/B-11 Providing from work shuttering with steel plate include supports in the form of shoulders for foudation concrete well steining, Kerbs piles caps etc. and removing from work etc complete for all works of foudation (SOR Item no. B-11)

Abutments Front L= (9.4+6.0)/2 2 7.70 7.05 108.57

Half Round Potion =2x2x (22/7x(1.2)2]/2 4 2.26 6.85 61.92

Returns Front 4 2.65 6.14 65.08

4 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. 70.00 M 288.9 20223

Abutments 30 30.00 Nos 15996.7

Retuns 40 40.00 Nos

4 13.80 Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing 2 54.00 108.00 M 0.0 0

5 4.1 B Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 B. RCC Grade M 30 (II)SUPER - STRUCTURE II For T-beam & slab (a) Using Concrete Mixer 269.01 Cu. M 6798.60 1828891

(ii) Height 5m to 10m

Abutment Caps 2 7.50 1.00 0.30 4.50

Parapet Wall Guard 2*18 1.00 0.40 0.40 5.76

6 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 36.19 Tone 63090.9 2283260

Deformed bars or ribbed steel bars (Tor Steels).

Slab including karbs( As per SP20 Plate no. 7 -08 2.7277m tons)per slab

For Slabs FOR SUPER STRUTURE 140 KG /M3 34020.00 40351.5 40.3515 2545812.451

Abutment cap, Parapet Wall & Dirt wall @1% of R.C.C. FOR SUPER STRUTURE 130 KG /M4 3381.30

7 3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 Surface rainforcement on exposed fases of PCC 8 mm Dia. Bar on 200 mm c/c vertically & Horizontally 0.1% of M-15 concrete FOR SUB STRUTURE 10 KG /M3 15996.70 16.00 Tone 62101.8 993424

10/D-3(a) Providing errting and removing form work for ordinary or controlled concrete RCC archs with steel plates .3mm or above thickness including supports and props for sides in form of soldiers etc complete but excluding centering.

Slab bottem 3 6.00 6.00 108.00

D-4(b) Height up to 5 to 15m SOR item no. D-4 (b) 3 6.00 6.00 5.50 0.00 38.0 0

8 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material 80.26 Cu. M 814.5 65369

9 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material 133.12 Cu. M 814.5 108426

between Abutment and Returns 2 4.00 5.20 3.20 133.12

11 3.10 Providing & laying of filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. 2 7.50 3.50 0.60 158.4 Cu. M 1733.0 274507

Abutment (A1) @(A2)

10 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 2 10.60 21.20 Each 1806.3 38294

11 4.11 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 2 7.50 3.50 0.30 15.75 Metre 8520.3 134195

12 4.18 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) 4 7.50 30.00 Metre 10011.6 300348

13 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification 1 28.00 7.50 0.075 15.75 Cu. M 10662.3 167931

14 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 1.00 Each 19249.0 19249

Grand total 14960509

SAY Rs. In (Lacs) 149.61

ESTIMATE BASED ON S.O.R. FOR BRIDGE WORK ISSUED BY ENGINEER IN- CHIEF C.G.P.W.D. RAIPUR INFORCE FROM 01.01.2015 @ 90%

APPROACH ROAD QUANTITY 150 M Both Side Distt :

Sr. No. SOR Item No. DESCRIPTION OF ITEMS Nos 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. By Manual Means 2880.000 Sqm 1.00 2880.00

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. By Manual Means 2 150.00 12.000

2 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. 1 0.00 0.00 0.150 0.00 Cum 31.00 0.00 Main!A1

2 3.4 (II) 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 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) Earth Work Summary Sheet (J) 4500.000 Cum. 246.00 1107000.00

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) Earth Work Summary Sheet (J) 4600.000

3 3.12 (b) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 169.200 Cum 280.00 47376.00

Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.

4 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) 288.00 Cum. 910.00 262080.00

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)

1 6.1 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 180.00 Cum. 7136.00 1284480.00

TOTAL 2703816.00

SAY 27.04 LACS.

QUANTITY OF TOE WALL

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

1 2.1 A Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical.Ordinary soil (i) Upto 3 m depth 1 300.00 1.20 1.20 432.00 Cum 131.40 56764.80

2 2.6 A (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A) Using concrete mixer (I) PCC Grade M15 1 300.00 1.20 0.3 108.00 Cum 4152.00 448416.00

3 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). A Height upto 5m (a) Using concrete Mixer (i) P.C.C. Grade M-15 1 300.00 0.65 1.5 292.50 Cum 4392.00 1284660.00

4 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. 150 - - - 175.00 Nos 288.90 50557.50

5 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material 1 300.00 0.6 0.6 90.00 Cum 814.50 998640.00

QUANTITY OF ROAD DIVERSION

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. By Manual Means 2 110.00 4.000 880.000 Sqm 1.00 880.00

2 3.4 (II) 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 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) Earth Work Summary Sheet (J) 522.000 554.000 Cum. 246.00 136284.00

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) Earth Work Summary Sheet (J)

3 7.4 B Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 3 5.00 10.000 M 6485.00 64850.00

PART-"A"- COST OF BRIDGE Rs. 14960509

PART-"B"- COST OF APPROCH ROAD Rs. 2703816.00

PART-"C"- COST OF RETAINING WALL Rs. 2839038.30

Diversion Road, culvert furnishing & Miscellaneous work Rs. 202014.00

PART-"A"- COST OF BRIDGE 27804882.00 Rs. 14960509 Rs

PART-"B"- COST OF APPROCH ROAD 1044574.00 Rs. 2703816

PART-"C"- COST OF PROTECTION 429502.00 Rs. 2839038

PART-"D"- COST OF DIVERSION 651228.00 Rs. 202014

Total Cost (A+B+C+D) 29930186 20705378

Maintenance Cost @2.5 % 748255 517634

Total Cost i/c Maintainence 30678441 21223012

Grand Total Cost (In Rs) 36200560 25043154