NIT 1133 Const. & Main LSB 2025-26 State fund under CGRRDA J.K.ROAD KATEKALYAN TO KILEPAL RD 8

Bill Of Quantities

HIGH LEVEL BRIDGE ACROSS LOCAL NALA ON J.K.ROAD KATEKALYAN TO KILEPAL RD 800 , BLOCK - KATEKALYAN , DIST. BASTAR (C.G.)

2 BOX CELL UNIT @ 2X3X6+2X4X0.5+3X0.02=40.06 M RAFT FOUNDATION

Sr. no. SOR Item No. BOQ Description Quantity Unit RATE Amount

1 Bridge 2025 1.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete. B.Cement Concrete Grade M-15 & M-20

(i) Lime / Cement Concrete

B Cement concrete Grade M-15 & M-20 172.18 cum 563.00 96935 96935.088

2 Bridge 2025 1.5 (IX) Removing all type of Hume Pipes in serviceable condition without damaging the pipe and Stacking with all lifts and lead excluding Earthwork and Dismantling of Masonry Works. Up to 1000 mm dia 30.00 meter 609.00 18270 18270

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) 243.00 cum 211.00 51273 51273

4 PMGSY 2018 7.4 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 1106.1000 mm Dia 22.50 M. 5558.00 125055 125055

5 Bridge 2025 2.1 (I) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) as per section 304. Ordinary soil (i) Upto 3 m depth 2448.10 cum 161.00 394145 394144.744

Bridge 2025 (ii) 3m to 6m depth 112.03 cum 184.00 20614 20613.888

6 Bridge 2025 2.1 (I) Add extra in rates of dewatering of above items if dewatering is resorted. 2148.15 cum 32.20 69170 69170.49324

7 Bridge 2025 2.1 (I) The cost of shoring and shuttering, when needed, be added at 1 percent on cost of excavation for open foundation. #DIV/0! #DIV/0!

Bridge 2025 Ordinary soil (i) upto 3m depth 2148.15 cum 1.61 3459 3458.524662

8 Bridge 2025 2.6 A Plain / Reinforced cement concrete in open foundation (complete as per drawing and specification as per section 1500, 1700 & 2100. Using batch type concrete Mixer with integrated weigher. #DIV/0! #DIV/0!

9 Bridge 2025 2.6 A Plain / Reinforced cement concrete in open foundation (complete as per drawing and specification as per section 1500, 1700 & 2100. Using batch type concrete Mixer with integrated weigher. #DIV/0! #DIV/0!

Bridge 2025 (vii) RCC Grade M-30 241.90 cum 5740.00 1388506 1388506

10 Bridge 2025 2.25 Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. 16.01 MT 79298.00 1269545 1269545.1204

11 Bridge 2025 2.26 Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials and machinery to site of work preserving the loose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge . #DIV/0! #DIV/0!

Bridge 2025 (i) Upto 1.0 m below bed level 3.00 each 7141.00 16068 21423

Bridge 2025 (ii) Beyond 1.0 m upto 5.0 m depth 15.00 meter 1690.00 17550 25350

Bridge 2025 (iii) Beyond 5.0 m depth 40.00 meter 1918.00 53100 76720

12 Bridge 2025 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 #DIV/0! #DIV/0!

Bridge 2025 D(b)(iii) Height upto 5m (RCC Grade M30) 162.25 cum 6262.00 1016027 1016027.08 -597475

Bridge 2025 E(b)(ii) Height Upto 5 m to 10 m(RCC M25) 64.80 cum 6439.00 417247 417247.2

13 Bridge 2025 3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 (Fe 500) 26.41 tonne 79704.00 2105062 2105061.7432

14 Bridge 2025 3.9 Providing weepholes in Brick masonary / 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 1V : 20H towards drawing face . Complete as per drawing and technical specification and as per clause 2706 and 2200 96.00 meter 438.00 42048 42048

15 Bridge 2025 3.10 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 399.60 cum 1011.00 403996 403995.6

16 Bridge 2025 3.11 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 specifications 700.1.4 of I.R.C. 78 and 2200 104.40 cum 1968.00 205459 205459.2

17 Bridge 2025 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 (I)SUPER - STRUCTURE For T-beam & slab (a) Using batch type concrete mixer with integrated weigher. #DIV/0! #DIV/0!

Bridge 2025 (i) Height upto 5 m 184.92 cum 6788.00 1255237 1255236.96

18 Bridge 2025 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 1600 (Fe 500) 10.04 tonne 81366.00 817240 817240.104 4,402,848

19 Bridge 2025 4.4 Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 8 mm diameter @ 150 mm c/c spacing in both ways for each 75 mm thickness of concrete complete as per drawing and Technical Specifications as per section 2700 26.44 cum 12684.00 335333 335333.25

20 Bridge 2025 4.9 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per latest IRC- 5 & IRC-6, approved drawings and technical specifications. 94.00 meter 2008.00 188752 188752

21 Bridge 2025 4.13 Drainage Spouts complete as per drawing and Technical specifications of section 2705 30.00 each 2688.00 80640 80640

22 Bridge 2025 4.15 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 8.82 cum 4607.00 40634 40633.74

23 Bridge 2025 4.16 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 17.64 cum 9867.00 174054 174053.88

24 Bridge 2025 4.18 B Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification 126.00 sqm 1212.00 152712 152712

Bridge 2025 4.18 D Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight 126.00 sqm 320.00 40320 40320

25 Bridge 2025 4.28 Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired. 16.00 sqm 940.00 15040 15040

26 Bridge 2025 4.29 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51) 77.00 tonne 912.00 70224 70224

27 Bridge 2025 5.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503 750.57 cum 2162.00 1622736 1622735.784

28 Bridge 2025 5.7 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding as per section 2505 B. Cement Concrete blocks Grade M15 256.36 cum 6436.00 1649948 1649948.352

29 Bridge 2025 5.9 Curtain wall complete as per drawing and Technical specification as per section 2507.2 B . B Cement concrete Grade M15 166.38 cum 4791.00 797112 797111.7279

30 PMGSY 2018 3.4 (ii) (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) 285.00 cum 211 60135 60135

31 PMGSY 2018 3.12 (a) 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 Clause 303.1. 225.00 cum 216 48600 48600

32 PMGSY 2018 4.1 (a) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.A Plant mix method (with Mechanically crushed stone only) (ii) for grading- II Material 168.00 cum 780 131040 131040

33 PMGSY 2018 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 189.00 cum 1774 335286 335286

34 PMGSY 2018 3.12 (a) 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 Clause 303.1. 85.55 cu.m. 216.00 18479 18478.8

PMGSY 2018 5.1 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 750.00 Sqm 52.00 39000 39000

PMGSY 2018 5.2 (ii) (ii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 750.00 Sqm 16.00 12000 12000

35 PMGSY 2018 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 Bitumen (S-65) VG-30. 37.50 cu.m. 9112.00 341700 341700

36 PMGSY 2018 5.4 Open - Graded Premix Surfacing 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as sqm per Technical Specification Clause 508.2 750.00 Sqm 151.00 113250 113250

37 PMGSY 2018 5.5 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Case - I : Type A (Bitumen (VG-30) 750.00 Sqm 67.00 50250 50250

38 PMGSY 2018 10.5 (II) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Cement concrete blocks of size as per Table 1300.2 cast in Cement concrete of grade M 15 199.63 cu.m. 5227 1043478 1043477.872

39 PMGSY 2018 10.6 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical Clause 1302 99.82 cu.m. 1992 198834 198833.7403

40 PMGSY 2018 10.11 Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5Cement concrete grade M 10 in case of concrete block P.C.C grade M 10 (Nominal mix 1:3:6) 174.00 cum 4378 761772 761772

PMGSY 2018 #DIV/0! 0 #DIV/0!

41 PMGSY 2018 9.2 (A) Cautionary, mandatory, informatory direction and place Semi-Reflective Traffic signs upto 0.90 sqm identification sign boards. 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 0.72 Sqm 5675 4086 4086

42 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 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 1.00 each 16499 16499 16499

43 PMGSY 2018 9.15(A) Providing and fixing 'Citizen Information Board' 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 2.00 each 16818 33636 33636

44 PMGSY 2018 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 1.00 each 7951 7951 7951

45 PMGSY 2018 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. 80.00 Nos 566 45280 45280

46 PMGSY 2018 7.19 HYSD steel bars Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1.12 T 64348 72070 72069.76

47 PMGSY 2018 11.13 Painting on Concrete Surfaces White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 36.00 sqm 20.00 720 720 113922

TOTAL AMOUNT Of ROAD 19265699 197588 #DIV/0!

Maintenance Cost 480969.4164

4th Year 120242

5th Year 120242

Total Maintencnce Cost 480969

Add 18% GST 567544

G-Total 23301069

Say Rs. In Lacs 233.01

Sub Engineer Assistant Engineer Executive Engineer

PMGSY 01 Jagdalpur PMGSY 01 Jagdalpur PMGSY 01 Jagdalpur

Comperative Statement

ISSUED BY ENGINEER IN-CHIEF C.G.P.W.D RAIPUR

INFORCE FORM 01.01.2016

COMPRETIVE STATEMENT FOR HIGH LEVEL BRIDGE ACROSS

REVISED ESTIMATE FOR HIGH LEVEL BRIDGE ACROSS GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.(CG05077)

7 SPAN @ 21.43 M = 150 M., ABUTMENT 2 x 5.0 = 10 M. WALL TYPE PIER & R.C.C. BOX TYPE ABUTMENT

ISSUED BY CHIEF ENGINEER C.G.R.R.D.A. RAIPUR

INFORCE FORM 01.09.2014

Parsodikala Side =250.00 M. & Sukhari Side = 100.00 m.

Sr. no. Item Id BOQ Description Unit As Per DPR As per Revised/Actual Saving Excess Reason

Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 2.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

A Ordinary soil

(i) Up to 3m depth cum 3726.00 131.40 489596 #REF! #REF! #REF! #REF! 131.40 #REF! 0.00 131.40 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

(ii) 3m to 6 depth cum 1046.00 150.30 157214 0.00 150.30 0 1046.00 150.30 157214 0.00 150.30 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

(ii) Above 6 m depth cum 51.00 184.50 9410 0.00 184.50 0 51.00 184.50 9410 0.00 184.50 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

C Hard rock (requiring blasting) cum 552.00 721.80 398434 0.00 721.80 0 552.00 721.80 398434 0.00 721.80 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )

(i) Up to 3m depth cum 1104.00 26.28 29013 #REF! #REF! #REF! #REF! 26.28 #REF! 0.00 26.28 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

(ii) 3m to 6 depth cum 784.00 30.06 23567 0.00 30.06 0 784.00 30.06 23567 0.00 30.06 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

(ii) Above 6 m depth cum 51.00 36.90 1882 0.00 36.90 0 51.00 36.90 1882 0.00 36.90 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

C Hard rock (requiring blasting) cum 552.00 144.36 79687 0.00 144.36 0 552.00 144.36 79687 0.00 144.36 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

2 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. cum 0.00 1110.60 0 #REF! 1110.60 #REF! 0.00 1110.60 0 #REF! 1110.60 #REF! दोनो अबटमेन्ट बाक्स टाईप होने के FILTER Media की जगह sand Filling लेने के कारण मात्रा बढ़ रही है।

3 2.6 A(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. and technical specifications. A Using concrete mixer PCC Grade M15 cum 483.75 4151.70 2008385 #REF! #REF! #REF! #REF! 4151.70 #REF! 0.00 4151.70 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

4 2.6 B(III) Plain cement concrete in sub-structure complete as per drawing and Technical Specifications (iii) RCC Grade M- 30 cum 623.84 5417.10 3379404 #REF! #REF! #REF! #REF! 5392.80 #REF! 0.00 5392.80 0 कार्य स्थल पर आवश्यकतानुसार RETAINING WALL कार्य होने के कारण मात्रा कम हो रही है।

5 2.16 Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900. MT 0.00 65286.00 0 #REF! 65286.00 #REF! 0.00 65286.00 0 #REF! 65286.00 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से Pile Foundation देने के कारण मात्रा बढ़ रही है।

6 2.17 (iii) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. cum 0.00 14123.70 0 #REF! 14123.70 #REF! 0.00 14123.70 0 #REF! 14123.70 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

7 L.S. SAFE BEARING CAPACITY TEST Nos 0.00 3000.00 0 9.00 3000.00 27000 0.00 3000.00 0 9.00 3000.00 27000 निर्माण स्थल में हार्ड राँक नही मिलने से SAFE BEARING CAPACITY TEST की आवश्यकता होने के कारण मात्रा बढ़ रही है।

8 2.21 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only Lateral load test Each Test 0.00 67500.00 0 #REF! 67500.00 #REF! 0.00 67500.00 0 #REF! 67500.00 #REF! PILE FOUNDATION देने के कारण एक Dynomic Test होना आवश्यक है, जिस कारण मात्रा बढ़ रही है।

9 2.22 A (iii) Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. RCC Grade M35 cum 0.00 5297.40 0 #REF! 5297.40 #REF! 0.00 5297.40 0 #REF! 5297.40 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

10 2.23 Levelling course for Pile cap (Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.) cum 0.00 4067.10 0 #REF! 4067.10 #REF! 0.00 4067.10 0 #REF! 4067.10 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

11 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. MT 0.00 61823.70 0 #REF! 61823.70 #REF! 0.00 61823.70 0 #REF! 61823.70 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

12 2.25 Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications.

(i) Upto 1.0 m below bed level each 12.00 5355.90 64271 #REF! 5355.90 #REF! #REF! 5355.90 #REF! 0.00 5355.90 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

(ii) Beyond 1.0 m upto 5.0 m depth meter 60.00 1170.00 70200 #REF! 1170.00 #REF! #REF! 1170.00 #REF! 0.00 1170.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

(iii) Beyond 5.0 m depth meter 28.99 1327.50 38484 #REF! 1327.50 #REF! 0.00 1327.50 0 #REF! 1327.50 #REF! निर्माण स्थल में HARD ROCK नही मिलने के कारण मात्रा बढ़ रही है।

13 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200

D(a)(iii) Height upto 5m (RCC Grade M30) cum 674.00 5733.00 3864042 #REF! 5733.00 #REF! #REF! 5733.00 #REF! 0.00 5733.00 0 PILE FOUNDATION देने के कारण के कारण मात्रा कम हो रही है।

E(a)(iii) Height upto 5m (RCC Grade M30) cum 373.00 5894.10 2198499 #REF! 5894.10 #REF! #REF! 5894.10 #REF! 0.00 5894.10 0 PILE FOUNDATION देने के कारण के कारण मात्रा कम हो रही है।

F(a)(iii) Height upto 10m (RCC Grade M30) cum 132.00 6175.80 815206 #REF! 6175.80 #REF! #REF! 6175.80 #REF! 0.00 6175.80 0 PILE FOUNDATION देने के कारण के कारण मात्रा कम हो रही है।

14 3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 tonne 121.00 62101.80 7514318 #REF! 62101.80 #REF! #REF! 62101.80 #REF! 0.00 62101.80 0 BRIDGE की HIGHT बढ़ने के कारण मात्रा बढ़ हो रही है।

15 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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 meter 122.00 288.90 35246 #REF! 288.90 #REF! 0.00 288.90 0 #REF! 288.90 #REF! कार्य स्थल पर आवश्यकतानुसार RETAINING WALL कार्य होने के कारण मात्रा बढ़ रही है।

16 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 cum 224.00 814.50 182448 #REF! 814.50 #REF! 0.00 814.50 0 #REF! 814.50 #REF! BRIDGE की HIGHT बढ़ने के कारण मात्रा बढ़ हो रही है।

17 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size 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 specifications 710.1.4 of I.R.C. 78 and 2200 cum 879.00 1733.40 1523659 #REF! 1733.40 #REF! #REF! 1733.40 #REF! 0.00 1733.40 0 कार्य स्थल पर आवश्यकतानुसार RETAINING WALL पे ही Filter media उपयोग होने के कारण मात्रा कम हो रही है।

18 3.14 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 cum 234000 0.90 210600 #REF! 0.90 #REF! #REF! 0.90 #REF! 0.00 0.90 0 स्लैब की संख्या कम होने के कारण मात्रा कम हो रही है।

19 4.1 B Furnishing and Placing Rein forced / Pressse Cement Concrete in Super Structure as per drawing and Technical RCC Grade M30 (i) Height upto 5m

c RCC GRADE M 30

(i) Height upto 5m. cum 1026.00 6301.80 6465647 0.00 6301.80 0 1026.00 6301.80 6465647 0.00 6301.80 0 SOLID SLAB की जगह T-BEAM & SLAB होने के कारण मात्रा कम हो रही है।

20 4.1 B SUPER STRUCURE 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 (Iii)Height above 10m cum #REF! 7059.60 #REF! #REF! 7059.60 #REF! 0.00 7059.60 0 #REF! 7059.60 #REF! SOLID SLAB की जगह T-BEAM & SLAB होने के कारण मात्रा बढ़ रही है।

21 4.2 Supplying Fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical as per section 1600 tonne 86.81 63090.90 5476921 #REF! 63090.90 #REF! 0.00 63090.90 0 #REF! 63090.90 #REF! SOLID SLAB की जगह T-BEAM & SLAB होने के कारण मात्रा बढ़ रही है।

22 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification cum 91.00 10662.30 970269 #REF! 10662.30 #REF! #REF! 10662.30 #REF! 0.00 10662.30 0 ABUTMENT TOP SLAB की लम्बाई कम होने के कारण मात्रा कम हो रही है।

23 4.6 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304) meter 322.00 1637.10 527146 #REF! 1637.10 #REF! #REF! 1637.10 #REF! 0.00 1637.10 0 ABUTMENT TOP SLAB की लम्बाई कम होने के कारण मात्रा कम हो रही है।

24 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 each 60.00 1806.30 108378 #REF! 1806.30 #REF! 0.00 1806.30 0 #REF! 1806.30 #REF! T-BEAM & SLAB की लम्बाई बढ़ने के कारण मात्रा बढ़ रही है।

25 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 cum 9.00 3993.30 35940 #REF! 3993.30 #REF! #REF! 3993.30 #REF! 0.00 3993.30 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

26 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 cum 18.00 8520.30 153365 #REF! 8520.30 #REF! #REF! 8520.30 #REF! 0.00 8520.30 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

27 4.14 Filler joint (A)Providing & fixing 2 mm thick corrugated copper plate ( 12 m long x 25 cm wide ) in expansion joint complete as per drawing & Technical Specification.

A (A) Providing & fixing 20 mm thick Corrugated copper plate ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. sqm 23.10 19674.00 454469 0.00 19674.00 0.00 23.10 19674.00 454469 0.00 19674.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

B (B) Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. sqm 75.02 1083.60 81292 #REF! 1083.60 #REF! #REF! 1083.60 #REF! 0.00 1083.60 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

D (D)Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight sqm 9.24 198.00 1830 #REF! 198.00 #REF! 0.00 198.00 0 #REF! 198.00 #REF! कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

28 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.) meter 0.00 10011.60 0 #REF! 10011.60 #REF! 0.00 10011.60 0 #REF! 10011.60 #REF! T-BEAM & SLAB होने के कारण मात्रा बढ़ रही है।

29 4.21 Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) sqm 0.00 135.90 0 #REF! 135.90 #REF! 0.00 135.90 0 #REF! 135.90 #REF! कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

30 4.22 Providing and Fixing of Av. 20mm thick marble plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired. Nos 2.00 4500.00 9000 #REF! 4500.00 #REF! #REF! 4500.00 #REF! #REF! 4500.00 #REF! इस आयटम मे कोई विचलन नही आ रहा है।

31 4.24 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51) tonne 77.00 765.00 58905 #REF! 765.00 #REF! #REF! 765.00 #REF! #REF! 765.00 #REF! इस आयटम मे कोई विचलन नही आ रहा है।

32 5.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503 cum 276.49 2171.70 600453 0.00 2171.70 0 276.49 2171.70 600453 0.00 2171.70 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

33 5.4 A 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. cum 20.00 2171.70 43434 0.00 2171.70 0 20.00 2171.70 43434 0.00 2171.70 0 Approch Road का RATE लगने के कारण मात्रा बच रही है।

34 5.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. cum 10.00 1871.10 18711 0.00 1871.10 0 10.00 1871.10 18711 0.00 1871.10 0 Approch Road का RATE लगने के कारण मात्रा बच रही है।

PART-A GRAND TOTAL G.Total #REF! G.Total #REF! G.Total #REF! G.Total #REF!

PART-B Excess #REF! Excess #REF!

35 3.4 (ii) 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.For Item No.3.12(a) & (b) cum 4523.00 176.00 796048 #REF! 176.00 #REF! 0.00 176.00 0 #REF! 176.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

36 3.5 Excavation in Cutting in Soil by manual 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 0.00 76.00 0.00 #REF! 76.00 #REF! 0.00 76.00 0 #REF! 76.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

37 3.4(i) 3.4 Construction of Embankment with Material Obtained from Pits (i) Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5 cum 483.00 118.00 56994 #REF! 152.00 #REF! 0.00 152.00 0 #REF! 152.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

38 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 Clause 303.1. cum 0.00 176.00 0 #REF! 176.00 #REF! 0.00 176.00 0 #REF! 176.00 #REF! Approch Road में Earthen Shoulders की मात्रा नहीं होने के कारण मात्रा बढ़ रही है।

39 4.1 B 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) Disintegrated rock i.e. mourum having CBR value not less then 15% and PI & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer) cum 173.00 450.00 77850 #REF! 450.00 #REF! 0.00 450.00 0 #REF! 450.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

40 4.7 (ii) Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. cum 80.00 1583.00 126640 #REF! 1583.00 #REF! 0.00 1583.00 0 #REF! 1583.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

41 4.7 (iii) Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. cum 80.00 1694.00 135520 0.00 1694.00 0 80.00 1694.00 135520 0.00 1694.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

42 4.12 Construction of hard shoulders as per Technical Specification Clause 407.Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401. cum 161.00 358.00 57638 #REF! 358.00 #REF! 0.00 358.00 0 #REF! 358.00 #REF! कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

43 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 sqm 1071.00 53.00 56763 0.00 53.00 0 1071.00 53.00 56763 0.00 53.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

44 5.2 Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 sqm 1071.00 15.00 16065 0.00 15.00 0 1071.00 15.00 16065 0.00 15.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

45 5.3(ii) 20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006 (ii) Bitumen (VG-30) sqm 1071.00 155.00 166005 0.00 155.00 0 1071.00 155.00 166005 0.00 155.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

46 5.5 Case-(II) Type -B (II) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Bitumen (VG-30) sqm 1071.00 56.00 59976 0.00 56.00 0 1071.00 56.00 59976 0.00 56.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

47 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 0.00 5097.00 0.00 #REF! 5097.00 #REF! 0.00 5097.00 0 #REF! 5097.00 #REF! Approch Road मे cement concrete का कार्य होने के कारण मात्रा बढ़ रही है।

48 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 cum 0 161.00 0.00 #REF! 161.00 #REF! 0.00 161.00 0 #REF! 161.00 #REF! Toe Wall कार्य होने के कारण मात्रा बढ़ रही है।

49 7.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal Mix 1:3:6(with 40mm Graded metal cum 0 3963.00 0.00 #REF! 3963.00 #REF! 0.00 3963.00 0 #REF! 3963.00 #REF! Toe Wall कार्य होने के कारण मात्रा बढ़ रही है।

50 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) cum 0 3899.00 0.00 #REF! 3899.00 #REF! 0.00 3899.00 0 #REF! 3899.00 #REF! Toe Wall कार्य होने के कारण मात्रा बढ़ रही है।

51 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder cum 0 1430.00 0.00 #REF! 1430.00 #REF! 0.00 1430.00 0 #REF! 1430.00 #REF! Pitching कार्य होने के कारण मात्रा बढ़ रही है।

52 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 cum 0 1337.00 0.00 #REF! 1657.00 #REF! 0.00 1337.00 0 #REF! 1337.00 #REF! Pitching कार्य होने के कारण मात्रा बढ़ रही है।

53 7.6 (C) 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. (C) 450 mm dia meter 0 1961.00 0.00 #REF! 1961.00 #REF! 0.00 5177.00 0 #REF! 5177.00 #REF! 450 mm dia Pipe कार्य होने के कारण मात्रा बढ़ रही है।

54 9.2 (B) Cautionary, mandatory, informatory direction and place identification sign boards. (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 0 4667.00 0.00 #REF! 4667.00 #REF! 0.00 4667.00 0 #REF! 4667.00 #REF! Semi-Reflective Traffic signs कार्य होने के कारण मात्रा बढ़ रही है।

55 9.9 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. each 102 489.00 49878.00 #REF! 489.00 #REF! 0.00 489.00 0 #REF! 489.00 #REF! Boundary Pillar कार्य होने के कारण मात्रा बढ़ रही है।

56 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 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 0 14930.00 0.00 #REF! 14930.00 #REF! 0.00 14930.00 0 #REF! 14930.00 #REF! Informatory and Logo Board कार्य होने के कारण मात्रा बढ़ रही है।

57 9.15(A) Providing and fixing 'Citizen Information Board' 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 each 0 14015.00 0.00 #REF! 14015.00 #REF! 0.00 14015.00 0 #REF! 14015.00 #REF! Citizen Information Board कार्य होने के कारण मात्रा बढ़ रही है।

58 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. each 2 6626.00 13252.00 1.00 6626.00 6626 1.00 6626.00 6626 0.00 6626.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

59 11.13 Painting on Concrete Surfaces White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 sqm 383 15.00 5745.00 #REF! 15.00 #REF! #REF! 15.00 #REF! 0.00 15.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

60 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts 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 . ) (D) 1000 mm dia meter 20.00 4833.00 96660 0.00 4833.00 0 20.00 4833.00 96660 0.00 4833.00 0 गलत आयटम नं॰ होने के कारण मात्रा बच रही है।

#REF! #REF! #REF! #REF!

Excess #REF! Excess #REF!

Sub Engineer Assistant Engineer Executive Engineer Superintending Engineer

CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA,Project Circle No. -01,Ambikapur

Distt. - Surguja Distt. - Surguja Distt. - Surguja Distt. - Surguja ( C.G.)

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

PACKAGE NO.:-CGLSB16-21

L3 L2 L1 C R1 R2 R3

Sub Engieer Assistant Engieer

CGRRDA, PIU -01, Ambikapur CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.) Distt- Surguja ( C.G.)

Executive Engineer

CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.)

FOR APPROCH ROAD CALCULATION SHEET

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

PACKAGE NO.:-CGLSB16-21

S. No. Chainage Ground R.L. Formation R.L. Area Comulative Area Volume

Cutting Filling Cutting Filling Length Cutting Filling

Cutting Filling

DEDUCTION FOR RETAINING WALL EXCAVATION QTY. #REF! 80% #REF!

DEDUCTION FOR RETAINING WALL FILTER MEDIA QTY. #REF! 100% #REF!

DEDUCTION FOR TOE WALL EXCAVATION QTY. #REF! 80% #REF!

DEDUCTION FOR BACK FILLING QTY. #REF! 100% #REF!

Sub Engieer Assistant Engineer

CGRRDA, PIU -01, Ambikapur CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.) Distt- Surguja ( C.G.)

Executive Engineer

CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.)

FOR COFFER DAM CALCULATION SHEET

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

S. No. Chainage Ground R.L. Formation R.L. Area Comulative Area Volume

Cutting Filling Cutting Filling Length Cutting Filling

Total Length 170 45.97 2534.84

Cutting Filling

Sub Engieer Assistant Engineer

CGRRDA, PIU -01, Ambikapur CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.) Distt- Surguja ( C.G.)

Executive Engineer

CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.)

Abstract Variation Statement Financial

CONSTRUCTION OF LONG SPAN BRIDGE ACROSS GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

PACKAGE No. CGLSB - 16-21

S.No. Length of Bridge (In M) Length of Approch (In M) Cost of Bridge (Rs. In Lakh) Cost of Approach Road ( Rs. In Lakh) Total Cost (Rs. In Lakh) Cost of Maintenance (Rs. In Lakh) Total cost (Bridge + Approcah) - Rs. In Lakh Add Above Tender 7.20 % Total Tender Amount (Rs. In Lakh)

2 As per Actual/Recvised 150.00 350.00 #REF! #REF! #REF! 9.95 #REF! #REF! #REF!

3 Variation in amount 0.00 M. 95.00 #REF! #REF! #REF! 0.00 #REF! #REF! #REF!

4 % of variation 0.00% 37.25% #REF! #REF! #REF! 0.00% #REF! #REF! #REF!

ZERO EXCESS EXCESS EXCESS EXCESS EXCESS EXCESS EXCESS

Sub Engineer Assistant Engineer Executive Engineer Superintending Engineer

CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA,Project Circle No. -01,Ambikapur

Distt. - Surguja Distt. - Surguja Distt. - Surguja Distt. - Surguja ( C.G.)

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

S. No. Chainage Ground R.L. Formation R.L. Area Comulative Area Volume

Cutting Filling Cutting Filling Length Cutting Filling

Cutting Filling