NIT 1118 Cons. &Main.PMJANMAN PKG No CG 09-148 District-Kabirdham

PRADAHN MANTRI JANJATI ADIWASI NYAYA MAHA ABHIYAN (PM-JANMAN)

2025-26 Batch - III

PACKAGE WISE BILL OF QUANTITY PACKAGE NO. CG-09-148

BLOCK:- Bodla DISTRICT:- KAWARDHA

Sr. No. SOR Item No. BOQ Description Unit Rate Boda 47 To Garra Length 6.90km Main Road To Khilahi Aliyas (Balasamund) Length 2.2km Main Road To Bhothi Length:- 1.80km Total:- REMARK

Quantity Amount Quantity Amount Quantity Amount Quantity Amount

1 Setting Out Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. Km 14968 0.000 1.8

2.3 (A) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle Sqm 5

3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. Sqm 15 0 0 0

2.11 Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 cum 1680

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 21

3.8 (I) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. M 63

3.5 (I) 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 65 0.343 0.772 0.400

3.3(I) Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Cum 55 0.567 0.801 0.600

3.4 (ii) Construction of Embakment with Material Obtained from Pits (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 176 0.800 0.199 0.799

3.10 (II) Excavation for roadway in hard rock (blasting prohibited) including breaking rock, loading in tippers and disposal with all lift and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections including stacking of excavated rock as per Technical Specification Clause 302.3.5 Cum 752 0 0 0

8.3 (II) A Excavation in soil in hilly area by mechanical means i/c cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m. and a lead upto 20 m. as per technical specification clause 1603.1 Cum 83 0 0 0

Extra for every additional lift of 1.5 m. or part thereof Cum 17 0 0 0

8.3 (IV) Excavation in ordinary rock in hilly area not requiring blasting by mechanical means i/c cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m. and a lead upto 20 m. as per technical specification clause 1603.2 Cum 133 0.515 0.600

3.12 (A) 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 180 0.303 0.111 0.223

3.12 (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) 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.(To be used for side shoulder WBM) cum 200 0.599 0.800 0.600

4.1 (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) 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 1150 0.679 0.160 0.959

4.7 (2) 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 2 as per Technical Specification Clause 405. cum 1415 0 0 0

4.7 (3) 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 1513

4.8 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. cum 1478 0.079 0.360 0.359

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 Sqm 43 0.199 0.399 0.399

5.2 (iii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 13 0.199 0.399 0.399

5.7 Type B (ii) Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm 140 0 0 0

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 122 0.199 0.399 0

5.13 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification. (II) Bitumen (VG-30)

5.5 Case - II : Type B Seal Coat (I) Bitumen (VG-10) 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

5.13 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification. (ii) Bitumen (VG-30) Sqm. 130.18 0 0 0

5.5 Seal Coat By Mechanical Means 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 Case - II : Type B (II) Bitumen (VG-30) Sqm. 44.07 0 0 0

6.8 Construction of Panel concrete, 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 a 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 vibratos and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixture as approved, curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501. PCC Grade M-30 Each Panel (0.5 m x0.5m to 1.00m x 1.00m) thickness 100 All District - Excluding Dantewada, Sukma, Biapur, Narayanpur, Bastar, Kondagaon & Kanker CUM 5680

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 5097 0 0 0

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 3811

7.27 I Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 4885 0.000

7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (12 MM) MT 54560 0.000

9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings Nos. 6626

9.21 (A) A typical design of PMGSY informatory Sign Board is shown in fig. 1700.1 The specification and installation details of the typical sign board are given below: (i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications are per Clause 1701.3.7 The top most plate will be in diamond shape of 600 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size on back on edges. The middle plate will be 1200 mm 150 mm size riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG ) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M 15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders etc. of middle and bottom plate, PMGSY logo on top plates shall be as per clause 1701.4.6 messages/Borders. All the section of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sing in a contrasting colour or by stamping in characters not exceeding 50 mm in height. Nos. 17699

9.21 (B) Retro-Reflective Traffic signs Direction and place identification signs up to 0.9 Sqm. sign board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV 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 pf 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 annroved drawing and Technical Snecification Clause 1701 Sqm 6244 3.96 3.96

9.15 (a) 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. & add maintanance board Each 14015 0 0 0

9.8 (i) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 i) 5th Kilometre Stone (precast) Each 3700

9.8 (ii) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast) Each 2194

9.8 (iii) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 iii) 200 m Stone (precast) Each 463

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 517 0 0 0

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. Each 472

9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) Sqm 604

9.19 Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. A For 7.50 M Formation Width Each 22547

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 0.000 82.5

7.1 (I) (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) Ordainery Soil (i) Upto 3 M Depth CUM 253 0.600 772.495

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 911 0.999 0.999

7.10 (I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 (I) Nominal mix 1:3:6 CUM 3648 15.33 68.66

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 3731 0.247 0.639

7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5) CUM 3848 0.399 0.599 665.18

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 B 1000 mm dia RM 4632

7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 CUM 4885 0.999 0.999

7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix) CUM 5223 0.999 6.615 31.86

7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 CUM 53495

7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 54560 0.507 0.962

7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Nos. 239 52 212

7.41 (II) Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 308

7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 CUM 9091

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 732 0.399 0.599

7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling CUM 911

10.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 CUM 1440

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 1440 0.999 0.999

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 1660 0.200 0.000 25627.08

Dewatering , Diversion, culvert furnishing & Miscellaneous work L.S. 0

Utility shifting/relocation & DPR Cost L.S. 0 0 0

Total Cost of Construction work

Add 18% GST of Construction work

Grand Total Cost of Construction work

1 Maintenance of Road for First Year Kilometer 30000

2 Maintenance of Road for Second Year Kilometer 40000

3 Maintenance of Road for Third Year Kilometer 70000

4 Maintenance of Road for Fourth Year Kilometer 110000

5 Maintenance of Road for Fifth Year Kilometer 150000

Total Cost of Maintenance work

Add 18% GST of Maintenance work

Grand Total Cost of Maintenance work

Grand Total Construction work & Maintenance In Rs.

Sub- Engineer Assistant Engineer EXECUTIVE Engineer

PIU,CGRRDA ,KAWARDHA PIU,CGRRDA ,KAWARDHA PIU,CGRRDA, KAWARDHA

PRADHAN MANTRI GRAM SADAK YOJNA

(Ministry of Rural Development, Govt. of India )

Detailed Estimate for Flush Causeway

LOCATION : L 10

S.NO. Item No. ITEM DESCRIPTION No L B D Quantity RATE Unit Amount in Rs/- B 1

1 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) Up to 3 m depth

Appron U/S 1 2.6

Appron D/S 1 2.6

Cut of wall 2 0.4

2 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 (I) Nominal mix 1:3:6

face wall 2 0.3 0.55

Between face wall 1 6.3 1

3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 15 (I) Nominal Mix 1:2.5:5

face wall 2 0.775

cut of wall 2 0.4

Wheel Guard 0.25

4 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 1 7.5 9091 Cu M

5 Filler Joint Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 1 308 M

9 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

U/S appron Cu M

D/S appron Cu M

Toe wall 4 Cu M

7 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Cut of wall & Wheel Gaurd @ 0.5% of Concrete 53495 Tonne

8 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

9 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 4 3 1440 Cu M

PRADHAN MANTRY GRAM SADAK YOJANA (PMGSY) No of Row 5

(Ministry of Rural Development, Govt. of India) DIA 1.23

Detail Estimate of Vented causeway 5 rows 1000mm dia. Spacing 0.5

LOCATION : M Outer Dist 2.385

S. NO. Item No. ITEM DESCRIPTION No L B D Quantity RATE Unit Amount in Rs/- B L D Excavatin D PCC

1 Face Wall 1.4

1 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) Up to 3 m depth Head Wall 1 1.2 0.2

Face Wall 2 Head Wall 2 0

Head Wall 4 67.98 Cut of Wall 0.6 0.3

Cut of Wall 2 1.7

Below Pipe 1 0.42

Appron D/S 1 0.3

2 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 (I) Nominal mix 1:3:6

Cut of Wall 2 1.7

Below Pipe 1 0.1

Between Head Wall 2

3 7.3 (ii) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Below pipe 1 0.15

Between pipe 1 1.23

Deduction Pipe Volume -5

4 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 15 (I) Nominal Mix 1:2.5:5

Wheel Guard 0.2

Deduction Pipe Area 5

5 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.

6 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

7 Filler Joint Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 1 5.371875 M

8 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling

9 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

D/S appron 1 0.3

10 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Cut of wall & wheel Guard @ 0.5% of Concrete 1 53495 Tonne

11 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

(i) Stone / Boulder 4 Cu M 51840

12 Dewatering , Diversion, culvert furnishing & Miscellaneous work L.S 5000

DETAILED ESTIMATE FOR CONSTRUCTION OF CROSS DRAINAGE WORKS

1RX1000 MM DIA HUME PIPE CULVERT AT RD:- 3300M.

S.NO SOR Item/Page PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 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.

2 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)

HEAD WALL 0 1.7

3 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)

HEAD WALL 2 (1.38+0.93)/2

Tow Wall D/S 0 (0.40+0.90)/2 1

4 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

DEDUCT PIPE PORTION -2 (0.615)2

PIPE JOINT PORTION 0

DEDUCT PIPE PORTION -2 3.14/4X1.2X1.2 0

FOR PARAPET WALL 2 0.4

5 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

6 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

7 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

8 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

9 3.12/12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Diversion Road 1 (5.50+6.70)/2 0.3

10 4.1/15 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

B By Mix in place method

Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively.

11 4.8/16 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

A Grading- II (Using Screening Crushable type such as Moorum or Gravel)

(i) Using Screening Crushable type such as Moorum or Gravel

SUB ENGINEER Assistant Engineer EXECUTIVE ENGINEER

DETAILED ESTIMATE FOR CONSTRUCTION OF CROSS DRAINAGE WORKS

1RX1000 MM DIA HUME PIPE CULVERT AT RD:- 3300M.

S.NO SOR Item/Page PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 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.

2 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)

HEAD WALL 2 1.7

3 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

PCC Grade M15 (Nominal mix (1:2.5:5)

Tow Wall D/S 1 (0.40+0.90)/2 1

4 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

DEDUCT PIPE PORTION -2 (3.14/4)X1.2X1.2

PIPE JOINT PORTION 2

DEDUCT PIPE PORTION -2 3.14/4X1.2X1.2

FOR PARAPET WALL 2 0.4

5 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

6 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

6 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

7 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

9 3.12/12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Diversion Road 1 (5.50+6.70)/2 0.3

10 4.1/15 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

B By Mix in place method

Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively.

11 4.8/16 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

A Grading- II (Using Screening Crushable type such as Moorum or Gravel)

(i) Using Screening Crushable type such as Moorum or Gravel

SUB ENGINEER Assistant Engineer EXECUTIVE ENGINEER

DETAILED ESTIMATE FOR CONSTRUCTION OF CROSS DRAINAGE WORKS

1RX1000 MM DIA HUME PIPE CULVERT AT RD:- 3300M.

S.NO SOR Item/Page PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 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.

2 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)

HEAD WALL 0 1.7

3 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)

HEAD WALL 2 (1.38+0.93)/2

Tow Wall D/S 0 (0.40+0.90)/2 1

4 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

DEDUCT PIPE PORTION -2 (0.615)2

PIPE JOINT PORTION 0

DEDUCT PIPE PORTION -2 3.14/4X1.2X1.2 0

FOR PARAPET WALL 2 0.4

5 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

6 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

7 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

8 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

9 3.12/12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Diversion Road 1 (5.50+6.70)/2 0.3

10 4.1/15 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

B By Mix in place method

Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively.

11 4.8/16 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

A Grading- II (Using Screening Crushable type such as Moorum or Gravel)

(i) Using Screening Crushable type such as Moorum or Gravel

SUB ENGINEER Assistant Engineer EXECUTIVE ENGINEER

DETAILED ESTIMATE FOR CONSTRUCTION OF CROSS DRAINAGE WORKS

1RX1000 MM DIA HUME PIPE CULVERT AT RD:- 3300M.

S.NO SOR Item/Page PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 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.

2 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)

HEAD WALL 0 1.7

3 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)

HEAD WALL 2 (1.38+0.93)/2

Tow Wall D/S 0 (0.40+0.90)/2 1

4 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

DEDUCT PIPE PORTION -2 (0.615)2

PIPE JOINT PORTION 0

DEDUCT PIPE PORTION -2 3.14/4X1.2X1.2 0

FOR PARAPET WALL 2 0.4

5 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

6 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

7 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

8 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

9 3.12/12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Diversion Road 1 (5.50+6.70)/2 0.3

10 4.1/15 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

B By Mix in place method

Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively.

11 4.8/16 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

A Grading- II (Using Screening Crushable type such as Moorum or Gravel)

(i) Using Screening Crushable type such as Moorum or Gravel

SUB ENGINEER Assistant Engineer EXECUTIVE ENGINEER

PRADHAN MANTRI GRAM SADAK YOJANA

Detail Estimate of 1.5m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/-

1 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) Ordainery Soil (i) Upto 3 M Depth

Abutments 2 2.14

2 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)

Abutments - Foundation PCC 0.2

Abutments - Bottom Block (From Foundation NBL) (7.57+8.50)/2 (1.50+2.1)/2 1.4 8.4

Wingwalls - Foundation PCC 1.8 0.2 8.47

Wingwalls - Bottom Block (From Foundation NBL) 1.7 (1.127+1.727)/2 1.4

3 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)

( Top Block (From NBL To Abutment Cap) 2 (0.7+1.14)/2 1.32

( Top Block (From NBL To Abutment Cap) 4 (1.8+2.3)/2 (0.4+0.927)/2 1.88

Wingwalls Cap 4 0.4

4 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2

5 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix)

6 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 200 mm c/c 2

Distribution bar - 10 mm dia 2X2 8 0.000

Main bar - 12mm dia@ 120 mm c/c 1 7.5

Distribution bar - 8 mm dia@ 160 mm c/c 1 0.395

Top - longitudinal bar - 10 mm dia@300 mm c/c 1 0.000

Top - Transerves bar - 10 mm dia@300 mm c/c 1 0.000

For chair - 12mm dia 1

7 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 10 239 Nos.

8 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 308 RM

9 Drainage spouts complete as per drawing and technical specifications Clause 1209 0 1632 Nos.

9 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Wing wall 4 (0.1+0.56)/2

Top Block - Behind abutment & wing wall 2 (4.0+5.2)/2 (1.8+2.30)/2 1.5

10 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 0 1440 Cum

11 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Consultant Sub-Engineer, Assistant Engineer

PRADHAN MANTRI GRAM SADAK YOJANA

Detail Estimate of 3.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/-

1 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) Ordainery Soil (i) Upto 3 M Depth

Abutments 2 1.6

2 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)

Abutments - Foundation PCC 0.2

Abutments - Bottom Block (From Foundation NBL) (7.57+8.50)/2 (1.50+2.1)/2 1.4 8.47

Wingwalls - Foundation PCC 1.8 0.2 9.4

Wingwalls - Bottom Block (From Foundation NBL) 1.7 (1.887+1.287)/2 1.4

3 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)

( Top Block (From NBL To Abutment Cap) 2 (0.7+1.30)/2 1.9

( Top Block (From NBL To Abutment Cap) 4 (1.8+2.3)/2 (0.4+1.087)/2 2.16

Wingwalls Cap 4 0.4

4 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2

5 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix)

6 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 200 mm c/c 2

Distribution bar - 10 mm dia 2x2 8 0.000

Main bar - 16mm dia@ 125 mm c/c 1 7.5

Distribution bar - 10 mm dia@ 175 mm c/c 1 0.000

Top - longitudinal bar - 10 mm dia@300 mm c/c 1 0.000

Top - Transerves bar - 10 mm dia@300 mm c/c 1 0.000

For chair - 16mm dia 1

7 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 10 239 Nos.

8 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 308 RM

9 Drainage spouts complete as per drawing and technical specifications Clause 1209 0 1632 Nos.

9 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Top Block - Behind abutment & wing wall 2 (4.0+5.2)/2 (1.8+2.30)/2

10 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 0 1440 Cum

11 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Consultant Sub-Engineer, Assistant Engineer

PRADHAN MANTRI GRAM SADAK YOJANA

Detail Estimate of 6.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/-

1 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) Ordainery Soil (i) Upto 3 M Depth

Abutments 2 3.31

Returns 4 0.999 1.6

Retaning Wall 0

2 (ii)Ordinary rock (not requiring blasting) i. Upto 3 m depth

Abutments 2 0.2

3 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9

I. Sand filling 0 0.2

2 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)

Abutments - Foundation PCC 0.2

Abutments - Bottom Block (From Foundation NBL) (8.70+7.50)/2 (2.910+2.310)/2 1.4

Wingwalls - Foundation PCC 0.2

Wingwalls - Bottom Block (From Foundation NBL) 2.33 (2.914+2.114)/2 1.4

Retaning Wall 0 0.2

Retaning Wall 0 (0.4+1.04)/2 1.9

3 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)

( Top Block (From NBL To Abutment Cap) 2 (0.7+2.160)/2 2.92

( Top Block (From NBL To Abutment Cap) 4 (3.3+2.327)/2 (0.4+1.964)/2 3.61

Wingwalls Cap 4

4 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2

5 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix)

6 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 200 mm c/c 2

Distribution bar - 10 mm dia 2X2 10 0.000

Main bar - 20mm dia@ 115 mm c/c 1 0.000

Distribution bar - 12 mm dia@ 150 mm c/c 1 0.89

Top - longitudinal bar - 10 mm dia@300 mm c/c 1 0.000

Top - Transerves bar - 10 mm dia@300 mm c/c 1 0.000

For chair - 20mm dia 1

Surface Reinforcement for - Abutment & wing wall @ 5kg/Cum

7 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 36 239 Nos.

8 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 308 RM

9 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 1 9091 CUM

10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Abutment - Upto NBL 2 (7.7+9.00)/2 (0.1+0.5)/2

Top Block - Behind abutment & wing wall 2 (2.8+5.2)/2 (3.30+4.30)/2 2.4

12 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 0 1440 Cum

13 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Consultant Sub-Engineer, S.D.O

PRADHAN MANTRI GRAM SADAK YOJNA

Detail Estimate of 2x 6.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/-

1 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) Ordainery Soil (i) Upto 3 M Depth

Abutments 2 3.31

Returns 4 0.999 1.7

2 (ii)Ordinary rock (not requiring blasting) i. Upto 3 m depth

Abutments 2 0.2

3 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9

I. Sand filling 0 0.2

2 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)

Abutments - Foundation PCC 0.2

Abutments - Bottom Block (From Foundation NBL) (8.70+7.50)/2 (2.910+2.310)/2 1.4

Wingwalls - Foundation PCC 0.2

Wingwalls - Bottom Block (From Foundation NBL) 2.33 (2.914+2.114)/2 1.4

3 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)

( Top Block (From NBL To Abutment Cap) 2 (0.7+2.160)/2 2.93

( Top Block (From NBL To Abutment Cap) 4 (3.3+2.327)/2 (0.4+1.964)/2 3.62

Wingwalls Cap 4

4 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2

Dirt Wall 2 0.3

5 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix)

For Slab 2 0.48

6 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 200 mm c/c 2

Main bar - 10 mm dia 2X2 10 0.000

Striups - 8mm dia@ 200 mm c/c 1 0.395

Main bar - 10 mm dia 1 0.000

Main bar - 20mm dia@ 115 mm c/c 2 0.000

Distribution bar - 12 mm dia@ 150 mm c/c 2

Top - longitudinal bar - 10 mm dia@300 mm c/c 2 0.000

Top - Transerves bar - 10 mm dia@300 mm c/c 2 0.000

For chair - 20mm dia 2

Surface Reinforcement for - Abutment & wing wall @ 5kg/Cum

7 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 239 Nos.

8 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 3 308 RM

9 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 2 7.5 9091 CUM

10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Abutment - Upto NBL 2 (7.70+8.50)/2 (0.1+0.5)/2

Wing wall 4 (0.1+0.5)/2

Top Block - Behind abutment & wing wall 2 (2.8+5.2)/2 (3.30+4.30)/2 2.4

12 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 0 1440 Cum

13 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Consultant Sub Engineer Assistant Engineer