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| # | Company | Amount |
|---|---|---|
| 1 | ₹372.7 Cr |
Tender Value
₹350.7 Cr
EMD Value
₹3.6 Cr
Closing Date
19 Feb 2026, 3:00 pmClosed
Arvind Kumar
EXECUTIVE ENGINEER
RCD, Road Division, Begusarai
ER. RAM SAKAL SINGH
SUPRINTENDING ENGINEER
WIDENING & STRENGTHENING OF BEGUSARAI BYPASS ROAD FROM BTPS CHAKIYA (NH-31) TO LAKHMINIYA BALIYA VIA GUPTA LAKHMINIYA BANDH FROM CH: 0+000 TO 38+210 TOTAL LENGTH-38.210 KM UNDER ROAD DIVISION, BEGUSARAI FOR THE YEAR 2024-25.
122220
RCD/09/Beg/2025-26 ReTender
Open Tender
CIVIL
Begusarai
• Bid Security (Rs.360.72000 Lakhs)in form of Bank Guarantee or internet payment gateway will be Accepted (Attached/Not Attached)
• Bid Validity 120 Days After the dead line date for bid submission (Enter Value in Days)
• Legal Status of Bidder.
• Place of Registration.
• Principal place of Business
• Total value of civil engineering construction work performed in last five years. Annual Financial Turn Over usually not less than 50% of the estimated annual payments under the contract ..Required Rs.17535.66445 Lakhs
In case of JV required For lead member - 8767.83222 Lac
For Other member - 4383.91611 Lac
(Attached/ Not Attached)
• Total value of civil engineering construction work performed in 2020-21 (Amount To be entered Rs in Lakhs)
• Total value of civil engineering construction work performed i n 2021-22(Amount To be entered Rs in Lakhs)
• Total value of civil engineering construction work performed in 2022-23 (Amount To be entered Rs in Lakhs)
• Total value of civil engineering construction work performed in 2023-24 (Amount To be entered Rs in Lakhs)
• Total value of civil engineering construction work performed i n 2024-25 (Amount To be entered Rs in Lakhs)
• Satisfactory completed at least one similar work of value Not less than Rs 3507.132889 Lakhs 10% of estimated value of contract
In case of JV required
For lead member - 1753.56644 Lac
For Other member - 876.78322 Lac
(Amount To be entered Rs in Lakhs)
• Time of Completion in months 18 Months (Including Manson Period) -(Value to be enter in Months)
• Minimum Quantities of work done as prime contractor in any one year during last five years. (Attached/ Not Attached)
• (i) Concrete works (MORTH Specification Section 1703 all grades) Required Quantity 69145.09 cum
In case of JV required
For lead member - 34572.54 cum
For Other member 17286.27 cum
-(Value to be enter in cum)
• (ii) Non Bituminous Sub -bases and Bases(GSB,WBM,WMM, Earthwork) (MoRTH Specification Sections 300,400) Required Quantity 12034.321 cum
In case of JV required
For lead member 6017.16 Cum
For other member 3008.58 Cum
-(Value to be enter in cum)
• (iii) Earthwork in both excavation and embankment combined Quantity .......M3 Quantity Required Quantity 262634.596 cum
In case of JV required
For lead member 131317.298 Cum
For Other member 65658.65 Cum
-(Value t o be enter in cum)
• (iv) Bituminous Work (DBM/BM/SDBC/BC/Mastic)- 8147.738 cum
(MORTH Specification Sections 500 & 400) ?
In case of JV required
For lead member - 4073.87 Cum
For Other member - 2036.93 Cum
- (Value to be enter in cum)
• Bidding Capacity (In Lacs): Required Rs 35071.32889 Lacs
In case of JV required
For lead member - 17535.664445 Lac
For Other member - 8767.83222 Lac
- (Value to be enter in Lakhs)
• Existing commitments and ongoing works - (Value to be enter in Lakhs)
• Work for which Bid already submitted- (Value to be enter in Lakhs)
• Availability of key items of Contractor's Equipment (Attache d/ Not Attached)
• Motor Grader Required-5 (Value to be enter in Nons)
• Dozer Required-2 (Value to be enter in Nons)
• Front end Loader Required-3 (Value to be enter in Nons)
• Smooth Wheeled Roller Required-3 - (Value to be enter in No ns)
• Vibratory Roller Required-2 - (Value to be enter in Nons)
• Fully computerized Hot Mix Plant (Minm. 100-120 TPH capa sity) with Electronic Controls Required-2 - (Value to be enter in Nons)
• Paver Finisher with Electronic Sensor Required-2 - (Value to be enter in Nons)
• Water Tanker Required-4 (Value to be enter in Nons)
• Bitumen Sprayer Required-2 - (Value to be enter in Nons)
• Tandem Roller Required-2 - (Value to be enter in Nons)
• Concrete Mixes with integral weigh batching facility (Drum Mixer) Required -1 - (Value to be enter in Nons)
• Concrete Batching and mxing plant (Minimum capacity - 15m3/hour) required -1- (Value to be enter in nons)
• WMM Plant Required -1 - (Value to be enter in Nons)
• Vibrator with sufficient niddle Required -6 - (Value to be enter in Nons)
• Staging & Shuttering Required -200 M2- 4set (Value to be enter in M2)
• Personnel/Qualification/Contract Package Size For the Project - (Attached/ Not Attached)
• Project Manager/ B.E. Civil + 10 Years Experience (5 years as Manager) or Retired E.E Required-1 - (Value to be enter in Nons)
• Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction ) or Retired A.E . Required-4 (Value to be enter in Nons)
• Plant Engineer / B.E. Mech + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or Retired J.E -Required-2 - (Value to be enter in Nons)
• Quantity Surveyor / B.E. Civil. + 5 Years Experience or Diploma in Civil + 7 Years Experience. Required-2(Value to be enter in Nons)
• Soil & Material Engineer / B.E., Civil + 7 Years Experience. Required-2 (Value to be enter in Nons)
• Survey Engineer / B.E. Civil + 3 Years Exp or Diploma in Civil + 5 Years Experience. Required-2 (Value to be enter in Nons)
• Site Supervisor Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder. Required-4 (Value to be enter in Nons)
• Evidence of access to Financial Resources in Lacs Rs 3507.132889 (Value to be enter in Lakhs)
• Proposed methodology and program of construction.(Attached or Not Attached)
• Litigation History (Attached or Not)
• Affidavit (Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount) -(Attached or not)
• Undertaking (Rs. In Lac) Requirement-Rs. 8767.83222 Lakhs (A-Regarding statements made in the required attachments ar e true and correct. (B)Able to invest a minimum of cost up to 25% of contract value of work during implementation of contract.)
• Time of Completion (To be entered in months)
• Registration No. (Attached/Not Attached)
• GST Registration (Attached/Not Attached)
• Affidavit for No Debar (Attached/Not Attached)
• Character Certificate (Attached/Not Attached)
• Power of attorney of signatory Bid (Attached/Not Attached)
CIVIL
PERCENTAGE
L1
1
15 documents required · 15 mandatory
₹10,000
Processing Fee: 5900
₹3.6 Cr
Chief Engineer (com.), North Bihar Wing, RCD, Officer Colony Flat No-T5 & T6 Rajbanshi Nagar Patna
1 Jun 2026
7 Jan 2026
19 Feb 2026
7 Jan 2026
19 Feb 2026
7 Jan 2026
13 Jan 2026
BOQ Cum Financial Bid Form
BILL OF QUANTITY FOR WIDENING & STRENGTHENING OF BEGUSARAI BYPASS ROAD FROM BTPS CHAKIYA (NH-31) TO LAKHMINIYA BALIYA VIA GUPTA LAKHMINIYA BANDH FROM CH: 0+000 TO 38+210 TOTAL LENGTH-38.210 KM UNDER ROAD DIVISION, BEGUSARAI FOR THE YEAR 2024-25.
Estimated Cost Rs. 3,507,132,889.00
Earnest Money to be deposited Rs. 36,072,000.00
Cost Of B.O.Q. Rs. 10,000.00
Bid proccessing Fee (To be deposited through online) Rs.5900.00
Time Of Completion 18 months (Including Monsoon Period)
SI. No. SOR Item No. Qty Unit Rate Amount
1 SOR No - 2.03 (I)A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. 19.180 Hec 183,392.30 3517464.00
2 SOR No - 2.4 D Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres, Dry brick pitching or brick soling 15,306.875 Cum 323.40 4950243.00
3 SOR No - 2.4 (i) II B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metres, Dismantling of Structure (Concrete). Prestressed/ Reinforced cement concrete grade M-20 & above 124.800 Cum 1,155.50 144206.00
4 SOR No - 2.4 (ii) B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, 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 allk lifts and lead of 1000 metresDismantling of Structure (Brick Cement Mortar). 844.100 Cum 496.00 418674.00
5 3.13 i B Box Cutting (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, dressine of sides and bottom, back filling the excavation earth to the extent required and utilisine the remainine earth locally for road work.) 27,759.425 Cum 82.60 2292929.00
6 3.16 Construction of Embankment with approved material obtained from Borrow pits with all lifts and leads, transportine to site, spreadine, eradine to required slope and compactine to meet requirement of Table 300-2. 289,593.188 Cum 185.90 53835374.00
7 3.17 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 Table 300-2. 223,663.420 Cum 92.20 20621767.00
8 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. 18,755.588 Cum 3,093.73 58024725.00
9 4.14 B Providing laying spreading and compacting graded stone Aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 17,347.379 Cum 3,313.91 57487653.00
10 BCD 11.73 Providing designation Re-used brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 99,117.000 sqm 162.62 16118407.00
11 5.01 A (i) Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 69,389.513 sqm 49.03 3402168.00
12 5.02 (i) Tack Coat on Bituminous surfaces, Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 ke per sqm on the prepared bituminous surface cleaned with mechanical broom. 211,698.825 sqm 14.67 3105622.00
13 5.02 (ii) Tack Coat on granular surfaces treated with primer, Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 ke per sqm on the prepared bituminous surface cleaned with mechanical broom. 195,620.700 sqm 18.13 3546603.00
14 5.04 B (ii) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. 16,292.781 Cum 13,093.81 213334579.00
15 5.05 B (ii) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. 8,150.434 Cum 14,679.75 119646334.00
16 6.01 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. 1,743.690 Cum 4,736.40 8258813.00
17 6.02 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, 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 4,684.350 Cum 7,521.90 35235212.00
18 8.04 (A) 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 cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/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.
ii 90 cm equilateral Triangle 45.000 each 6,399.60 287982.00
x 80 cm x 60 cm Rectangular 55.000 each 7,836.00 430980.00
xv 90 cm high Octagon 49.000 each 9,962.60 488167.00
vi 90 cm Circular 55.000 each 9,572.90 526510.00
19 8.05 Direction and Place Identification Signs upto 0.9 sqm Size Board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) 21.840 sqm 14,118.80 308355.00
20 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 21.000 sqm 14,788.80 310565.00
21 8.07 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67)
A Truss and Vertical Support 10.756 MT 83,613.60 899348.00
B Aluminium Alloy Plate for Over Head Sign. 115.200 sqm 14,839.20 1709476.00
22 8.09 Painting:- Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade 241.468 sqm 90.30 21805.00
23 9.01A (i) Excavation-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. 245,010.529 Cum 188.80 46257988.00
24 9.06 A, Case-II PCC Grade M-15-Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications . 16,085.222 Cum 6,535.80 105129794.00
25 9.06 C Case-II RCC Grade M-20-Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications . 155,282.094 m3 7,055.30 1095561758.00
26 8.13 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. 14,660.080 sqm 672.50 9858904.00
27 8.14 Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
i 5th kilometre stone 9.000 No 3,991.50 35924.00
ii Ordinary Kilometer stone 29.000 No 2,283.80 66230.00
iii Hectometer Stone 153.000 No 692.10 105891.00
28 8.15 (A) Road Delineators (Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.) 240.000 No 781.10 187464.00
29 8.23A Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
1 3m Above Filling & Curve Location (Quarry Material) 16,000.000 m 3,421.10 54737600.00
2 3m Above Filling & Curve Location (Re-used Material) 24,000.000 m 202.86 4868640.00
30 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. 28,026.000 No 295.00 8267670.00
31 7.17 Geocell for Slope protection, Furnishing and installing of the Geocell for slope protection including fixing and anchoring of cells in the ground, preparation of ground, filling of cells with specified materials, seeding, watering and all other incidentals including all other items to complete the work as per these specifications drawing or as directed by the Engineer. 277,360.000 sqm 147.60 40938336.00
32 7.18 Geosynthetics mat on the slope, Furnishing and installing of the Geosynthetics mat for control of erosion of slopes including supplying and laying the mat, spreading soil and seeding to promote the design of vegetation, watering and all other incidentals including all other items to complete the work as per these specifications drawing or as directed by the Engineer. 277,360.000 sqm 78.80 21855968.00
33 9.06 B C-II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant , transit mixer & Mannual Placing 28,568.000 cum 7,037.30 201041586.00
34 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 10,122.083 MT 62,368.10 631295085.00
35 15.14 Providing weep holes 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 specifications. 424,000.000 Nos 155.11 65766640.00
36 13.05 G Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M30 (FI Post) 424.314 m3 7,715.30 3273710.00
37 15.01 (i)A 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. 1,878.015 m3 205.90 386683.00
38 15.11 A C-ii Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 using batching plant & manual placing 72.654 m3 6,956.20 505396.00
39 15.12 B Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. RCC Grade M25 using batching plant, transit mixer & concrete pump 556.934 m3 8,452.70 4707596.00
40 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
80kg per Cum RCC Concrete 44.555 Mt 68,375.90 3046488.00
41 Rate from Liner Providing and driving Steel Sheet Piles on specified alignment and up to designed level including painting the steel piles with two coats of anti corrosive bitumen paint (portion of sheet pile inside concrete shall not be painted) including cost of sheet piles and hire charges of sheet pile driving plant etc. all complete as per specification and direction of E/I
42 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 18.218 m3 3,500.34 63769.00
43 16.04 B Cement Concrete Blocks of size 0.30 x 0.30 x 0.30 m cast in cement concrete of Grade M15. 18.218 m3 6,776.40 123452.00
Total Civil Work 2,912,066,811.00
Add Labour Cess @1% 29,120,668.00
Add Seigniorage Fee 30,959,037.00
Sub Total 2,972,146,516.00
Net Amount 3,507,132,889.00
Total B.O.Q Value :- Rs. 3,507,132,889.00
1 Amount for Bid :- Rs. 3,507,132,889.00
Executive Engineer, Road Division, Begusarai
Note: The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.
Executive Engineer
RCD Road Division Begusarai
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