Widening & Strengthening of (Balance Portion work) Allalpatti to Ganj via Bhairavpatti Road under RCD, Road Division, Darbhanga for the year 2025-26

Bill Of Quantity for Widening & Strengthening of (Balance Portion work) Allalpatti to Ganj via Bhairavpatti Road under RCD, Road Division, Darbhanga for the Year 2025-26

Date of Tender :- As per NIT

Amount of B.O.Q. :- Rs. 4,37,47,911.00

Earnest Money to be paid online/offline. Rs. 8,75,000.00

Cost of BOQ to be paid through online :- Rs.10,000.00

Time of Completion :- 06 Months (Including Monsoon period)

Beltron Bid Processing fee Including Service Tax to be paid :-through online mode only. Rs. 5900.00

Sl. No. SOR Item Unit Quantity Rate Amount (Rs)

1 Dismantling of cement concrete pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately. M3 6.74

3.06 Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m. M3 437.5

3 4.01 B (i) By Mix in Place Method (Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.) Rate per cum for grading-I Material M3 0.9999 3714.12

4 Dry Lean Cement Concrete Sub- base. Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. M3 175.805

5 Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design Mix, possessing 28 days minimum compressive strength of 40( Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing M3 0.2000 8095.45

6 8.35 (b) Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud) Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,656 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro- reflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the means of identification of the manufacturer, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. No. 1050 0.000

7 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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.) M2 496.25

8 8.04 (A) Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.

(ii) 90 cm equilateral triangle Each 20

(x) 80 cm x 60 cm rectangular Each 12

(viii) 60 cm Circular Each 10

(xv) 90 cm high Octagon Each 6

9 15.01 (I) B (i) Earth work in excavation of foundation of structures as per drawing and technical specifications, 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. Ordinary soil Machenical Means. (Depth upto 3 m). M3 2377.98

10 15.11 A Case II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15. PCC Grade M15 using batching plant,transit mixer & manual placing. M3 198.9

11 15.11 C Case II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. RCC Grade M20. RCC Grade M20 using batching plant, transit mixer & manual placing M3 0.000 8071.15

12 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications MT 0.799 66705.8

13 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. Each 200

Add 1% Labour Cess

Seigniorage Fee 425372

Executive Engineer, RCD, Road Division Darbhanga

Note: :- The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.

Widening and Strengthening of Jalley - Aurai Road from Ch: 00+000 to 03+443, Total Length :- 3.443 Km under Road Division, Darbhanga for the Year: 2025-26.

Material Basic Rate & Seigniorage Fee

SOR Ref Item Description Unit Material Consumption Basic Price Amount

M-093 Compensation for Earth taken from private land m3

3.18 Sub-grade and Earthen Shoulders m3 0

M-093 Compensation for Earth taken from private land m3

M-028 53 mm to 26.5 mm @ 27.5 per cent m3

M-014 26.5 mm to 9.5 mm @ 22.5 per cent m3

M-015 9.5 mm to 4.75 below @ 10% m3

M-018 4.75mm below @ 40 percent m3

M-033 45 mm to 22.4 mm@ 30 percent m3

M-030 22.4 mm to 2.36 mm@ 40 percent m3

M-019 2.36 mm to 75 microm@ 30 percent m3

M-045 25-10mm 30 percent m3

M-039 10-5mm 28 percent m3

M-029 5mm and below 40 percent m3

M-190 Filler @2% of weight of aggregates Mt

M-043 13.2mm-10 mm 21percent m3

M-039 10-5mm 17percent m3

M-029 5mm and below 60 percent m3

M-190 Filler @ 2% of weight of aggregates Mt

Misc-1 Paver Block (60mm thick M-35) m2 0

M-324 (i) Avg. Paver Block m2

M-006 Fine Sand (Local) m3

M-005 Cource Sand m3

Misc-1 Paver Block (80mm thick M-40) m2 0

M-324 (ii) Avg. Paver Block m2

M-006 Fine Sand (Local) m3

M-005 Cource Sand m3

M-005 Coarse Sand m3

M-045 Stone aggregate of 25-12.5 mm m3

M-005 Coarse Sand m3

M-045 Stone aggregate of 25-12.5 mm m3

9.02 Sand Filling below Paver Block m3 0

M-006 Fine Sand (Local) m3

M-005 Coarse Sand m3

9.04 A Single Row, 1000 mm dia. m

M-005 Coarse Sand m3

M-009 Granular Material passing 5.6 mm sieve for bedding m3

9.02 Sand Filling m3 241.74

9.06 A C-II PCC Grade M15 m3 122.17

M-005 Coarse Sand m3

M-054 40 mm Aggregate m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

9.06 B C-II PCC Grade M20 m3 0 -

M-005 Coarse Sand m3

M-054 40 mm Aggregate m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

9.06 C C-II RCC Grade M20 m3 117.03

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

9.06 E C-I RCC Grade M25 m3 0

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

12.09 A Temporary Island No

M-160 Sand Bags No

12.09 C Span Sservice Road 0

M-160 Sand Bags No

12.25 A Bored Cast-in-Situ M35 grade RCC Pile

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

12.40 D C-I Pile Cap, RCC Grade M35

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

12.41 I PCC M15 Levelling Course Below Pile Cap

M-005 Coarse Sand m3

M-054 40 mm Aggregate m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

13.05 G (p) Sub-Structure, RCC Grade M30

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

13.05 I (p) Sub-Structure, RCC Grade M40

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

13.09 B Back filling (Sandy Material)

M-005 Coarse Sand m3

13.10 Filter media with Granular Materials

M011 Filter media of StoneAggregate m3

14.01 C (i)(p) Super-Structure, RCC Grade M30

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

14.04 Wearing Coat

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

14.10 C-II PCC M15 Below Approach Slab

M-005 Coarse Sand m3

M-054 40 mm Aggregate m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

14.11 Approach Slab

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

15.07 Brick Work in 1:3 m3 0

M-005 Coarse Sand m3

15.08 Pointing with cement mortar (1:3) m2 0

M-005 Coarse Sand m3

15.09 Plastering with cement mortar (1:3) m2 0

M-005 Coarse Sand m3

M-005 Coarse Sand m3

M-054 40 mm Aggregate m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

15.11 B C-II PCC Grade M20 m3 198.48

M-005 Coarse Sand m3

M-054 40 mm Aggregate m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

15.12 A RCC Grade M20 m3 358

M-005 Coarse Sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

15.16 Approach slab M-30 m3 100.8

M-005 Coarse sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

M-006 Fine Sand (Local) m3

15.24 Filter media m3 74.81

M011 Filter media of stone aggregate m3

15.18 Wearing Coat M-30 m3 38.75

M-005 Coarse sand m3

M-052 20 mm Aggregate m3

M-050 10 mm Aggregate m3

16.11 Boulders Flexible Appron 263.2

M-003 Stone cum

M-008 Stone Spalls cum

16.02 Boulder Apron laid in Wire Crates 0

M-003 Stone cum

M-008 Stone Spalls cum

16.04 A Boulder Pitching on Slopes 0

M-003 Stone cum

M-008 Stone Spalls cum

16.05 Filter Material underneath Pitching in Slopes 0

M-011 Graded stone aggregate of required size

16.08 A Rubble stone laid in cement mortar 1:3 23.6

M-003 Stone cum

M-008 Stone Spalls cum

M-005 Coarse sand cum

M-054 40 mm Aggregate cum

M-052 20 mm Aggregate cum

M-050 10 mm Aggregate cum

Total Amount of Royalty =>

Amount of Seigniorage Fee =>

Jr Eneineer Asst Eneineer Executive Eneineer