NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY-BLD-M-06, District-Balod

MUKHYA MANRTI GRAM SADAK YOJANA

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY, BALOD

BILL OF QUANTITY

Name of District :- Balod

Name of Block :- Gurur

Name of Road :- Gurur To Hitekasa Road (CGRRDA Road SOR 06.06.2025)

Package No. :- MMGSY-BLD-M-06 Total Length :- 6.25 km.

S.No. SOR Item ID BOQ Description UOM Rate Gurur To Hitekasa Road Total Quantity Total Amount

Length - 6.25 Km

Quantity Amount

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 3.00 23437.500 70312.50 23437.500 70312.500

2 11.2 (1) (I) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 Sqm 49.00 20550.000 1006950.00 20550.000 1006950.000

3 7.18 (1) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Cum 4839.00 462.000 2235618.00 462.000 2235618.000

4 3.4 I Construction of Embankment with Material Obtained from Pits, Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) using vibratory roller. Cum 222.00 2160.000 479520.00 2160.000 479520.000

5 11.5 Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. Sqm 224.00 1301.298 291490.75 1301.298 291490.752

6 5.8 (A) (II) Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. , (A) 50 mm thick (ii) VG-30 Sqm 207.00 3735.153 773176.67 3735.153 773176.671

7 2.6 B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete Cum 762.00 48.000 36576.00 48.000 36576.000

8 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. RM 2710.00 150.000 406500.00 150.000 406500.000

9 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 62.00 1301.300 80680.60 1301.300 80680.600

10 11.14 (i) Tack Coat. 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 21.00 21372.000 448812.00 21372.000 448812.000

11 11.14(II) Pre-mix carpet using bituminous (penetration grade 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 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 Sqm 166.00 21372.000 3547752.00 21372.000 3547752.000

12 11.14 (IV) 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 73:2006Case - II : Type B(II) Bitumen (VG-30) Sqm 60.00 21166.500 1269990.00 21166.500 1269990.000

13 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 11782.00 223.06 2628081.14 223.059 2628081.138

14 7.1 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. Ordinary soil i. Upto 3 m depth Cum 394.00 292.955 115424.27 292.955 115424.270

15 7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 Sand filling Cum 1200.00 22.470 26964.00 22.470 26964.000

16 7.10 (i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6) Cum 4614.00 22.470 103676.58 22.470 103676.580

17 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 4839.00 212.300 1027319.70 212.300 1027319.700

18 7.4 Laying Reinforced Cement Concrete Pipe NP3as per 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. RM 5468.00 20.000 109360.00 20.000 109360.000

19 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) Cum 1200.00 3.100 3720.00 3.100 3720.000

20 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 1619.00 4.800 7771.20 4.800 7771.200

21 7.44 Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 II. Nominal mix (1:2.5:5) Cum 4840.00 3.900 18876.00 3.900 18876.000

22 9.3 Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 Sqm 146.00 100.040 14605.84 100.040 14605.840

23 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Cum 1032.00 28.120 29019.840 28.120 29019.840

24 7.6 (A) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (A) 600 mm dia M 2928.00 30.000 87840.00 30.000 87840.000

25 11.7 (i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 No. Hume 1448.00 4.000 5792.00 4.000 5792.000

26 11.7 (ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 Per Culvert 3053.00 3.000 9159.00 3.000 9159.000

27 11.13 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 26.00 98.400 2558.40 98.400 2558.400

28 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 18610.00 1.000 18610.000 1.000 18610.000

29 9.15 (A) (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 14010.00 1.000 14010.00 1.000 14010.000

30 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 6.000 39756.00 6.000 39756.000

31 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm 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 Sqm 5285.00 9.000 47565.00 9.000 47565.000

32 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 2292.00 8.000 18336.00 8.000 18336.000

33 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 660.00 25.000 16500.00 25.000 16500.000

34 9.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. Each 525.00 256.000 134400.00 256.000 134400.000

35 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 627.00 548.000 343596.00 548.000 343596.000

ROAD MAINTAINANCE

BT Rate Length BT CC Rate Length CC Total Amount

1 Routine maintenance of completed roads as per specification and as directed by the Engineer for the first year Km 24000 5.480 20500 0.77 147305

2 Routine maintenance of completed roads as per specification and as directed by the Engineer for the second year Km 26000 5.480 20500 0.77 158265

3 Routine maintenance of completed roads as per specification and as directed by the Engineer for the third year Km 32000 5.480 20500 0.77 191145

4 Routine maintenance of completed roads as per specification and as directed by the Engineer for the fourth year Km 48000 5.480 20500 0.77 278825 196.80

5 Routine maintenance of completed roads as per specification and as directed by the Engineer for the fifth year Km 76000 5.480 20500 0.77 432265

Cost in Lac 12.08 2.17 14.25

Cost of Contraction + Cost of Maintainance 166.78

Add 18 % GST 30.02

TOTAL AMOUNT IN LAKHS Rs.= 196.80