Renovation work of saraswati river in between saraswati kund near Brahmakund to Vaitarani Ghat under Rajgir block, Nalanda.

Technical Sheet

Name of Work RENOVATION OF SARASWATI RIVER FROM SARSWATI GHAT NEAR BRAHMKUND TO VAITARNI GHAT UNDER RAJGIR BLOCK OF NALANDA DISTRICT. Time of Completion in months 15 DAYS ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount 10915875 Date of Sanction Date of Tender 30.04.2026

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days Bid validity periods In days

2 Bid Security (A)As per NIT duly pledged in favour of Executive Engineer, Irrigation Division, Biharsharif (Pay either online or offline) Amount To be entered (Rs in Lakhs)

(B) Earnest Money can be paid through Internet Payment Gateway (Credit/Debit Card), Net Banking, NEFT/RTGS in online mode. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) Bid Security Amount - Rs.

3 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of Tendered value. (Rs in Lakhs) Amount To be entered (Rs in Lakhs)

4 Key Personnel Personnel/Qualification/Contract Package Size Name of the Personnel and Experince in years

Site Engineer/ B.E. Civil+ 07 years exp. or retired A.E. 1

Site Supervisor / Fresh Graduate in Civil or Diploma Civil + 03 years Exp. Or retired ITI Holder 1

5 Affidavit Affidavit in required format as per NIT (Should be after the publication date of the tender)

6 Registration No.

7 Character Certificate (As per WRD letter no. 124 dated 04.02.2021.)

8 I.T. & GST Registration

Technical Sheet

Name of Work RENOVATION OF SARASWATI RIVER FROM SARSWATI GHAT NEAR BRAHMKUND TO VAITARNI GHAT UNDER RAJGIR BLOCK OF NALANDA DISTRICT. Time of Completion in months 15 DAYS ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount 10915875 Date of Sanction Date of Tender 30.04.2026

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days Bid validity periods In days

2 Bid Security (A)As per NIT duly pledged in favour of Executive Engineer, Irrigation Division, Biharsharif (Pay either online or offline) Amount To be entered (Rs in Lakhs)

(B) Earnest Money can be paid through Internet Payment Gateway (Credit/Debit Card), Net Banking, NEFT/RTGS in online mode. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) Bid Security Amount - Rs.

3 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of Tendered value. (Rs in Lakhs) Amount To be entered (Rs in Lakhs)

4 Key Personnel Personnel/Qualification/Contract Package Size Name of the Personnel and Experince in years

Site Engineer/ B.E. Civil+ 07 years exp. or retired A.E. 1

Site Supervisor / Fresh Graduate in Civil or Diploma Civil + 03 years Exp. Or retired ITI Holder 1

5 Affidavit Affidavit in required format as per NIT (Should be after the publication date of the tender)

6 Registration No.

7 Character Certificate (As per WRD letter no. 124 dated 04.02.2021.)

8 I.T. & GST Registration

BILL OF QUANTITY

Renovation work of saraswati river in between saraswati kund near Brahmakund to Vaitarani Ghat under Rajgir block, Nalanda.

Last Date and time of Tender Uploading :- 30.04.2026, 3:00 PM

Estimated Cost:- ₹ 10,915,875.00

Earnest Money :- ₹ 218,400.00

Time of Completion :- 15 days

Cost of BOQ pay online mode only:- ₹ 10,000.00

E-Tendering Processing fee pay on online mode only: - ₹ 3,540.00

BILL OF QUANTITY

Sr. No. DESCRIPTION OF WORK QTY UNIT RATE AMOUNT

1 5.1.3 Jungle Clearance and weeding out shrubs including small tree upto 0.50 m girth and removal as per specification & direction of E/I. 44313.55 M² 11.90 527,331.25

2 13.74 BCD Removing white-or colour wash by scrappingand sand paperin and preparing the surface smooth including necessary repair scratches etc. 9129.10 M² 8.90 81,248.99

3 13.78.1 BCD Applying one coat of cement primer of approved brand and manufacture on wall surface ; cement primer 9129.10 M² 43.40 396,202.94

4 13.79.2 BCD Finishing Walls with water proofing cement paint of approved brand and manufactured and of required shade to give an even shade old work ( one or more coats ) 9129.10 M² 66.20 604,346.42

5 13.82.3 BCD Painting with ready mixed paint of approved brand and manufactured in all shades to give an even shade :- Old steel work (one or more coats ) 7951.39 M² 58.60 465,951.46

6 5.1.20 Earth work in bed clearance or desilting of canals having full supply discharge between 8.5 cumecs (300 cusecs ) and 0.14cumecs (5 Cusecs ) and renovation of pynes etc. in ordinary soil and disposal of excavated earth etc.including rough dressing .with all lead and lift all complete and as per specifications and direction of E/I. 9244.308 M³ 191.00 1,765,662.83

7 5.1.46.2 Earth work by mechanical means with help of Excavator, Tipper and Spreader in the canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from log, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod breaking and laying in layers properly with lead of ......m ( Lead will be consider as track path i.e. half-half of distance ....b as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth, Rate included Royality @ Rs. 33.00 Per Cum ) (Beyond 1/2 K.M but upto 1.00 K.M) 6162.872 M³ 249.50 1,537,636.57

8 10.36 BCD Providing and fixing stainless steel (Grade304) railing made of Hollow tubes, channels, plates etc.,including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting thesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 2227.84 KG 498.90 1,111,469.38

9 7.37.1.1 BCD Stone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) All complete job as per specifications and direction of E/I. 81.84 M² 2009.50 164,457.48

10 5.3.5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. 17.28 M³ 7113.80 122,926.47

11 5.1.37 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I. 705.00 M³ 346.90 244,564.50

12 M 113 Supply of 75 mm dia HDPE pipes from Virayatan road to Saraswati Kund 500.00 M 238.75 119,375.00

13 5.4.6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in superstructure with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E / I. 30.98 M³ 5361.20 166,089.98

14 5.1.25 Earth work in filling in canal banks (canals discharge up to 28 cumecs ) as well as special repairs of canal banks in ordinary soil in proper profile (vide classification of soil item A ) obtained from borrow area or any other source, free from logs, roots or any other ingredients etc. with initial lead of 30M and initial lift of 1.5 M including breaking the clods to maximum 60 mm.cube ,placing the earth in layers not exceeding 225mm, thick all complete and as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) 39.38 M³ 199.70 7,864.19

15 5.1.36 Trimming and fine dressing the side slope of canal ( for preparation of soil for lining of precast P.C.C. slab ) to proper section and profile and disposal of soil at a suitable place complete job as per specifications and direction of E/I. 67.5 M² 34.80 2,349.00

16 5.1.38 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I hammer to achieve minimum 85 % of dry density including cost and carriage of water and necessary tools and plants with all leads and lifts all complete as per specifications and direction of E/I. 39.38 M³ 103.60 4,079.77

17 5.8.7 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Metre lead and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. 18.13 M³ 701.70 12,721.83

18 5.8.10 Dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. 298.24 M² 27.60 8,231.43

19 5.5.2 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty etc. complete job as per specification and direction of E / I. 500.74 M² 216.70 108,510.36

20 5.2.21 Providing 100/75mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality and requirement 5M in side and bottom common portion of the canal in panels with construction joints including cost of form work and its removal,curing, all complete job as per specification & direction of E/I. 5.18 M³ 9570.80 49,576.75

21 11.48.2 BCD Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge. Size of Tiles (600 x 600) mm. 4365.36 M² 194.30 848,189.45

22 25.3 BCD Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease,oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applyingand washing the surface with liquid Ammonia Chemical of 5% solution and otherchemical cleaning agent as approved by Archaeological Survey of India/ Engineerin-charge, of approved brand and manufacturer, with the help of required scrubbersand also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to thestone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions tosafeguard ventilators, windows, doors etc. by suitable covering so as to avoid anydamage to the building/ structure, all as per direction of Engineer-in-charge (Therate is inclusive of all materials & labours involved except scaffolding). 4365.36 M² 104.40 455,743.59

23 Carriage of Materials

e Bricks (7P +1K) 12580 Per %Nos 2.21 27,801.80

Add 1% Labour cess Rs. 90,886.70

Add Seignoirage fee Rs. 71,185.37

Sub Total :- Rs. 9,250,741.87

BILL OF QUANTITY

Renovation work of saraswati river in between saraswati kund near Brahmakund to Vaitarani Ghat under Rajgir block, Nalanda.

Last Date and time of Tender Uploading :- 30.04.2026, 3:00 PM

Estimated Cost:- ₹ 10,915,875.00

Earnest Money :- ₹ 218,400.00

Time of Completion :- 15 days

Cost of BOQ pay online mode only:- ₹ 10,000.00

E-Tendering Processing fee pay on online mode only: - ₹ 3,540.00

BILL OF QUANTITY

Sr. No. DESCRIPTION OF WORK QTY UNIT RATE AMOUNT

1 5.1.3 Jungle Clearance and weeding out shrubs including small tree upto 0.50 m girth and removal as per specification & direction of E/I. 44313.55 M² 11.90 527,331.25

2 13.74 BCD Removing white-or colour wash by scrappingand sand paperin and preparing the surface smooth including necessary repair scratches etc. 9129.10 M² 8.90 81,248.99

3 13.78.1 BCD Applying one coat of cement primer of approved brand and manufacture on wall surface ; cement primer 9129.10 M² 43.40 396,202.94

4 13.79.2 BCD Finishing Walls with water proofing cement paint of approved brand and manufactured and of required shade to give an even shade old work ( one or more coats ) 9129.10 M² 66.20 604,346.42

5 13.82.3 BCD Painting with ready mixed paint of approved brand and manufactured in all shades to give an even shade :- Old steel work (one or more coats ) 7951.39 M² 58.60 465,951.46

6 5.1.20 Earth work in bed clearance or desilting of canals having full supply discharge between 8.5 cumecs (300 cusecs ) and 0.14cumecs (5 Cusecs ) and renovation of pynes etc. in ordinary soil and disposal of excavated earth etc.including rough dressing .with all lead and lift all complete and as per specifications and direction of E/I. 9244.308 M³ 191.00 1,765,662.83

7 5.1.46.2 Earth work by mechanical means with help of Excavator, Tipper and Spreader in the canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from log, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod breaking and laying in layers properly with lead of ......m ( Lead will be consider as track path i.e. half-half of distance ....b as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth, Rate included Royality @ Rs. 33.00 Per Cum ) (Beyond 1/2 K.M but upto 1.00 K.M) 6162.872 M³ 249.50 1,537,636.57

8 10.36 BCD Providing and fixing stainless steel (Grade304) railing made of Hollow tubes, channels, plates etc.,including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting thesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 2227.84 KG 498.90 1,111,469.38

9 7.37.1.1 BCD Stone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) All complete job as per specifications and direction of E/I. 81.84 M² 2009.50 164,457.48

10 5.3.5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. 17.28 M³ 7113.80 122,926.47

11 5.1.37 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I. 705.00 M³ 346.90 244,564.50

12 M 113 Supply of 75 mm dia HDPE pipes from Virayatan road to Saraswati Kund 500.00 M 238.75 119,375.00

13 5.4.6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in superstructure with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E / I. 30.98 M³ 5361.20 166,089.98

14 5.1.25 Earth work in filling in canal banks (canals discharge up to 28 cumecs ) as well as special repairs of canal banks in ordinary soil in proper profile (vide classification of soil item A ) obtained from borrow area or any other source, free from logs, roots or any other ingredients etc. with initial lead of 30M and initial lift of 1.5 M including breaking the clods to maximum 60 mm.cube ,placing the earth in layers not exceeding 225mm, thick all complete and as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth ) 39.38 M³ 199.70 7,864.19

15 5.1.36 Trimming and fine dressing the side slope of canal ( for preparation of soil for lining of precast P.C.C. slab ) to proper section and profile and disposal of soil at a suitable place complete job as per specifications and direction of E/I. 67.5 M² 34.80 2,349.00

16 5.1.38 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I hammer to achieve minimum 85 % of dry density including cost and carriage of water and necessary tools and plants with all leads and lifts all complete as per specifications and direction of E/I. 39.38 M³ 103.60 4,079.77

17 5.8.7 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Metre lead and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. 18.13 M³ 701.70 12,721.83

18 5.8.10 Dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads as per building specifications and direction of E/I. 298.24 M² 27.60 8,231.43

19 5.5.2 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty etc. complete job as per specification and direction of E / I. 500.74 M² 216.70 108,510.36

20 5.2.21 Providing 100/75mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality and requirement 5M in side and bottom common portion of the canal in panels with construction joints including cost of form work and its removal,curing, all complete job as per specification & direction of E/I. 5.18 M³ 9570.80 49,576.75

21 11.48.2 BCD Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling/ grouting and finishing complete as per direction of Engineer-in-charge. Size of Tiles (600 x 600) mm. 4365.36 M² 194.30 848,189.45

22 25.3 BCD Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease,oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applyingand washing the surface with liquid Ammonia Chemical of 5% solution and otherchemical cleaning agent as approved by Archaeological Survey of India/ Engineerin-charge, of approved brand and manufacturer, with the help of required scrubbersand also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to thestone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions tosafeguard ventilators, windows, doors etc. by suitable covering so as to avoid anydamage to the building/ structure, all as per direction of Engineer-in-charge (Therate is inclusive of all materials & labours involved except scaffolding). 4365.36 M² 104.40 455,743.59

23 Carriage of Materials

e Bricks (7P +1K) 12580 Per %Nos 2.21 27,801.80

Add 1% Labour cess Rs. 90,886.70

Add Seignoirage fee Rs. 71,185.37

Sub Total :- Rs. 9,250,741.87