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| # | Company | Amount |
|---|---|---|
| 1 | ₹63.6 L |
Tender Value
₹71.9 L
EMD Value
₹1.4 L
Closing Date
4 Apr 2026, 4:00 pmClosed
Sri. Mukesh
Executive Engineer, P.H.Division, Dhamdaha
Dhamdaha Block Campus, P.H.Division, Dhamdaha, Purnea
Vijay Kumar
CHIEF ENGINEER
Construction of Proposed Office for Assistant Engineer, Rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC.
128454
NIT-05(Re2)/2025-26/SUBOFFC/BLDGN/(Gr. No.-02)
Open Tender
CIVIL
Purnia
• Registration Paper of appropriate class of PHED, Govt. of Bihar
• PAN Card
• Latest sales tax registration in state of Bihar
• GST
• experience
• charactor
• tools and plants
• technical staff
• Existing Comitment
CIVIL
PERCENTAGE
L1
2
15 documents required · 15 mandatory
₹10,000
Processing Fee: 3540
₹1.4 L
Office of Excutive Engineer, Dhamdaha
1 Jun 2026
31 Mar 2026
4 Apr 2026
1 Apr 2026
4 Apr 2026
1 Apr 2026
1 Apr 2026
Construction of Proposed Office for Assistant Engineer, Rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC.
Sl. Item Qty Unit Qty Unit Rate Amount Cement Sand Chips Brick L.Sand
Bag Cft Cft Nos Cft
( A ) 10" Wall Running -
( B ) 5" Wall Running -
( C ) Ground Beam Running -
( D ) Roof Beam Running -
( E ) Roof Area -
( F ) Floor Area -
2 E/W in excavation in foundation -------------------------
2.8.1 Excavation -
Ground / Plinth Beam - 413'-4"×1'-3"x0'-9" = Cft
Total - Cft Cum 360.7
3 Providing coarse clean local sand filling -------------------
Ground / Plinth Beam - 413'-4"x1'-3"x0'-3" = Cft
Total - Cft Cum 287.3
4 Providing B/E/S in foundation------------------------
Step - 9'-10"x3'-4" = Sft
Ramp - 17'-2"x1'-8" = Sft
Ground / Plinth Beam - 413'-4"×1'-3" = Sft
Total - Sft Sq.m 444.8
5 Providing P.C.C. work in CM (1:2:4) in column foundation------------------------------
Total - Cft Cum 3998.1
6 Providing R.C.C. work in CM (1:1.5:3) in column foundation------------------------------
5.3 Foundation Base - 17x4'-6"x5'-6"x1'-0" = Cft
Up to GL - 17x 1'-0"x1'-8"x3'-0" = Cft
GL to PL - 17x 0'-10"x1'-6"x2'-0" = Cft
Plinth to Roof - 17x 0'-10"x1'-6"x9'-0" = Cft
Total - Cft Cum 5335.9
7 Providing R.C.C. work in beam at Ground / Plinth level in CM (1:1.5:3) -----------------------------
Total - Cft Cum
8 Providing 100A B/W in CM(1:4) in Plinth -------------------------------
Total - Cft Cum
9 Providing DPC work in Plinth level in CM (1:1.5:3) -----------------------------
Total - Cft Cum
10 E/W in filling in plinth -------------------
2.28 Floor Area - Sft
Total - Cft Cum
11 Providing R.C.C. work in Lintel in CM (1:1.5:3) -----------------------------
Total - Cft Cum
Net Qty. - Cft Cum 5662.1
Net Qty. - Sft Sq.m 689
14 Providing R.C.C. work in Chhajja in CM (1:1.5:3) -----------------------------
Rack - 2x6'-3"x3'-4"x2.5" = Cft
Total - Cft Cum
15 Providing R.C.C. work in Stair in CM (1:1.5:3) -----------------------------
5.1.2 Waist Slab - 2x12'-0"x5'-0"x0'-6" = Cft
Landing - 2x5'-0"x5'-0"x0'-6" = 25 Cft
Steps - 1/2x21x5'-0"x0'-10"x0'-6" = Cft
Total - Cft Cum
16 Providing R.C.C. work in Roof beam in CM (1:1.5:3) -----------------------------
17 Providing R.C.C. work in Roof slab in CM (1:1.5:3) -----------------------------
19 Providing Steel work ----------------------
5.22.1E Item Unit Qty Rate Qty. of steel
Column item no.- 6 Cft 3 Kg
Beam item no.- 7 Cft 3 Kg
DPC item no.- 9 Cft 2 Kg
Lintel item no.- 11 Cft 2 Kg
Chhajja item no.- 14 Cft 2 Kg
Stair item no.- 15 Cft 3 Kg
Roof beam item no.- 16 Cft 7 Kg
Roof slab item no.- 17 Cft 2 Kg
Total - Kg 97.1
20 S/F/F Collapsible door of approved size as per specification --------------------------
Total - Sft Sq.m 6303.4
21 Providing 20x6mm MS flat grill in window ------------------------
200.00 Sft. @ 2.0 Kg / Sft. = Kg
22 Providing and fixing three track three panels sliding glazed window --------------------------
Total - Sft Sq.m 9471
23 Providing wooden work of second class teak wood in Chowkhat in Door --------------------------
Total - Cft Cum 120526.6
24 Providing and fixing ISI marked flush door shutter in Door --------------------------
Total - Sft Sq.m 2845.6
25 Providing 12mm thick cement plaster in CM(1:6) -----------------------------------
Waiting+Stair - 2x(2x10'-10"+ 10'-0")×10'-0" = Sft
Net Qty. - Sft Sq.m 141.5
26 Providing 12mm thick cement plaster in CM(1:6) with neat cement punning----------------------------
Total - Sft Sq.m 193.4
27 Providing 6mm thick cement plaster in CM(1:4) ---------------------------------
Rack - 2x2x6'-3"x3'-4" = Cft
Celling - Floor Area = Sft
Total - Sft Sq.m 125.6
28 Providing B/F/S in flooring ------------------------
11.72 Floor Area- Cft
Total - Sft Sq.m 283.3
29 Providing 150mm thick dry rammed khoa beaten to 112mm--------------------------
11.76 Sft Sq.m 388.3
30 Providing and laying vitrifed floor tiles with all complete job-----------------------------------
Total - Sft Sq.m 2116.5
31 Providing and laying 1st quality ceramic glazed wall tiles with all complete job-----------------------------------
Total - Sft Sq.m 795
32 Providing two coat of Asian paint over a coat of cement primer---------------------------
Total - Sft Sq.m 119.8 0
33 Providing one coat of primer on new steel surface----------------------------
Total - Sft Sq.m 34.6 0
35 Carriage cost of materials from source to HQ
Materials Dist. Unit Rate Qty. Amount
Bricks K1+P7 Thous. 927.3
Stone Chips K30+P35 Cum. 2852.79
Local Snad P5 Cum.
Cement P5 MT 439.96
Steel P5 MT 439.96
36 Extra Cost of Materials
Materials Unit Rate Qty. Amount
Bricks Thous. 927.2
Cement MT 112.39
37 Add Cost for Septic Tank 200000
38 Add 8% for Shuntering with sating and removing
39 Add 10% for Contractor's Proft
40 Add 1% for Contengency 0
41 Add 4% for internal water supply and sanitary installations
42 Add 3.75% for External service connection & Electrical external service connection
43 Add 1.25% for Civil external service connection
44 Add 12.5% for Internal electric installations ( Havells )
45 Add 4% for Power wiring plug
46 Add 0.25% for Lighting conductors
47 Add 0.25% for Telephone conduits
48 Add 7.5% for Development of site
50 Add 10% for Furniture / Furnishin ( Godrej )
52 Every 0.3 m or part of thereof, deeper foundation over normal depth of 1.2m (on ground floor only) 2.4m(2.4m-1.2m)/0.30x230+920 153.81 Sqm 920
53 Fire Fighting Downcorner system Sqm 460
54 Fire alarm system Sqm 280
56 Solar photo voltanic Generation system 15 KWP 58480
57 Lan System Sqm 560
TECHNICAL BID SHEET
NIT No.– Re-05/2025-26/SUBOFFC/BLDGN/(Gr. No.-02)
NAME OF WORK:- Construction of Proposed Office for Assistant Engineer, Rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC.
Estimated Cost:- 7189950
Time of Completion :- 9 Months
Sl No. Items Requirement Coloured cell to be filled by contractor
Name of the contractor
Address of the Contractor including Mob No
1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division, Dhamdaha.
Earnest money - Rs. 145000
2 Registration Paper of appropriate class , Govt. of Bihar
4 Latest sales tax registration in state of Bihar
5 Details of Tools and Plant ( approapriate ownership papers/ registered deed ) as per NIT
6 Affidavit from the notary certifying that the bidders/ contractor has completed 80%/OR more than 80%/completed the work previously awarded to him.
7 Work Experience of Similar nature as per NIT
8 Turn over last Five Years ( Performance Report of Last three Years/Details of Work Done Last three Years)
9 Availibity of Self Investment in prescribe format as per NIT
10 Availibility of credit facility as per clause as per NIT
11 Power of attorney / partnership deed/MOU of private limited company etc. if applicable.
12 Details of Skilled/Technical Staffs as per NIT
13 Character Certificate
TECHNICAL BID SHEET
NIT No.– Re-05/2025-26/SUBOFFC/BLDGN/(Gr. No.-02)
NAME OF WORK:- Construction of Proposed Office for Assistant Engineer, Rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC.
Estimated Cost:- 7189950
Time of Completion :- 9 Months
Sl No. Items Requirement Coloured cell to be filled by contractor
Name of the contractor
Address of the Contractor including Mob No
1 Earnest Money (A) As prescribed in Tender document duly pledged in Favour of Executive Engineer, P.H. Division, Dhamdaha.
Earnest money - Rs. 145000
2 Registration Paper of appropriate class , Govt. of Bihar
4 Latest sales tax registration in state of Bihar
5 Details of Tools and Plant ( approapriate ownership papers/ registered deed ) as per NIT
6 Affidavit from the notary certifying that the bidders/ contractor has completed 80%/OR more than 80%/completed the work previously awarded to him.
7 Work Experience of Similar nature as per NIT
8 Turn over last Five Years ( Performance Report of Last three Years/Details of Work Done Last three Years)
9 Availibity of Self Investment in prescribe format as per NIT
10 Availibility of credit facility as per clause as per NIT
11 Power of attorney / partnership deed/MOU of private limited company etc. if applicable.
12 Details of Skilled/Technical Staffs as per NIT
13 Character Certificate
Construction of Proposed Office for Assistant Engineer, Rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC.
Sl. Item Qty Unit Qty Unit Rate Amount Cement Sand Chips Brick L.Sand
Bag Cft Cft Nos Cft
( A ) 10" Wall Running -
( B ) 5" Wall Running -
( C ) Ground Beam Running -
( D ) Roof Beam Running -
( E ) Roof Area -
( F ) Floor Area -
2 E/W in excavation in foundation -------------------------
2.8.1 Excavation -
Ground / Plinth Beam - 413'-4"×1'-3"x0'-9" = Cft
Total - Cft Cum 360.7
3 Providing coarse clean local sand filling -------------------
Ground / Plinth Beam - 413'-4"x1'-3"x0'-3" = Cft
Total - Cft Cum 287.3
4 Providing B/E/S in foundation------------------------
Step - 9'-10"x3'-4" = Sft
Ramp - 17'-2"x1'-8" = Sft
Ground / Plinth Beam - 413'-4"×1'-3" = Sft
Total - Sft Sq.m 444.8
5 Providing P.C.C. work in CM (1:2:4) in column foundation------------------------------
Total - Cft Cum 3998.1
6 Providing R.C.C. work in CM (1:1.5:3) in column foundation------------------------------
5.3 Foundation Base - 17x4'-6"x5'-6"x1'-0" = Cft
Up to GL - 17x 1'-0"x1'-8"x3'-0" = Cft
GL to PL - 17x 0'-10"x1'-6"x2'-0" = Cft
Plinth to Roof - 17x 0'-10"x1'-6"x9'-0" = Cft
Total - Cft Cum 5335.9
7 Providing R.C.C. work in beam at Ground / Plinth level in CM (1:1.5:3) -----------------------------
Total - Cft Cum
8 Providing 100A B/W in CM(1:4) in Plinth -------------------------------
Total - Cft Cum
9 Providing DPC work in Plinth level in CM (1:1.5:3) -----------------------------
Total - Cft Cum
10 E/W in filling in plinth -------------------
2.28 Floor Area - Sft
Total - Cft Cum
11 Providing R.C.C. work in Lintel in CM (1:1.5:3) -----------------------------
Total - Cft Cum
Net Qty. - Cft Cum 5662.1
Net Qty. - Sft Sq.m 689
14 Providing R.C.C. work in Chhajja in CM (1:1.5:3) -----------------------------
Rack - 2x6'-3"x3'-4"x2.5" = Cft
Total - Cft Cum
15 Providing R.C.C. work in Stair in CM (1:1.5:3) -----------------------------
5.1.2 Waist Slab - 2x12'-0"x5'-0"x0'-6" = Cft
Landing - 2x5'-0"x5'-0"x0'-6" = 25 Cft
Steps - 1/2x21x5'-0"x0'-10"x0'-6" = Cft
Total - Cft Cum
16 Providing R.C.C. work in Roof beam in CM (1:1.5:3) -----------------------------
17 Providing R.C.C. work in Roof slab in CM (1:1.5:3) -----------------------------
19 Providing Steel work ----------------------
5.22.1E Item Unit Qty Rate Qty. of steel
Column item no.- 6 Cft 3 Kg
Beam item no.- 7 Cft 3 Kg
DPC item no.- 9 Cft 2 Kg
Lintel item no.- 11 Cft 2 Kg
Chhajja item no.- 14 Cft 2 Kg
Stair item no.- 15 Cft 3 Kg
Roof beam item no.- 16 Cft 7 Kg
Roof slab item no.- 17 Cft 2 Kg
Total - Kg 97.1
20 S/F/F Collapsible door of approved size as per specification --------------------------
Total - Sft Sq.m 6303.4
21 Providing 20x6mm MS flat grill in window ------------------------
200.00 Sft. @ 2.0 Kg / Sft. = Kg
22 Providing and fixing three track three panels sliding glazed window --------------------------
Total - Sft Sq.m 9471
23 Providing wooden work of second class teak wood in Chowkhat in Door --------------------------
Total - Cft Cum 120526.6
24 Providing and fixing ISI marked flush door shutter in Door --------------------------
Total - Sft Sq.m 2845.6
25 Providing 12mm thick cement plaster in CM(1:6) -----------------------------------
Waiting+Stair - 2x(2x10'-10"+ 10'-0")×10'-0" = Sft
Net Qty. - Sft Sq.m 141.5
26 Providing 12mm thick cement plaster in CM(1:6) with neat cement punning----------------------------
Total - Sft Sq.m 193.4
27 Providing 6mm thick cement plaster in CM(1:4) ---------------------------------
Rack - 2x2x6'-3"x3'-4" = Cft
Celling - Floor Area = Sft
Total - Sft Sq.m 125.6
28 Providing B/F/S in flooring ------------------------
11.72 Floor Area- Cft
Total - Sft Sq.m 283.3
29 Providing 150mm thick dry rammed khoa beaten to 112mm--------------------------
11.76 Sft Sq.m 388.3
30 Providing and laying vitrifed floor tiles with all complete job-----------------------------------
Total - Sft Sq.m 2116.5
31 Providing and laying 1st quality ceramic glazed wall tiles with all complete job-----------------------------------
Total - Sft Sq.m 795
32 Providing two coat of Asian paint over a coat of cement primer---------------------------
Total - Sft Sq.m 119.8 0
33 Providing one coat of primer on new steel surface----------------------------
Total - Sft Sq.m 34.6 0
35 Carriage cost of materials from source to HQ
Materials Dist. Unit Rate Qty. Amount
Bricks K1+P7 Thous. 927.3
Stone Chips K30+P35 Cum. 2852.79
Local Snad P5 Cum.
Cement P5 MT 439.96
Steel P5 MT 439.96
36 Extra Cost of Materials
Materials Unit Rate Qty. Amount
Bricks Thous. 927.2
Cement MT 112.39
37 Add Cost for Septic Tank 200000
38 Add 8% for Shuntering with sating and removing
39 Add 10% for Contractor's Proft
40 Add 1% for Contengency 0
41 Add 4% for internal water supply and sanitary installations
42 Add 3.75% for External service connection & Electrical external service connection
43 Add 1.25% for Civil external service connection
44 Add 12.5% for Internal electric installations ( Havells )
45 Add 4% for Power wiring plug
46 Add 0.25% for Lighting conductors
47 Add 0.25% for Telephone conduits
48 Add 7.5% for Development of site
50 Add 10% for Furniture / Furnishin ( Godrej )
52 Every 0.3 m or part of thereof, deeper foundation over normal depth of 1.2m (on ground floor only) 2.4m(2.4m-1.2m)/0.30x230+920 153.81 Sqm 920
53 Fire Fighting Downcorner system Sqm 460
54 Fire alarm system Sqm 280
56 Solar photo voltanic Generation system 15 KWP 58480
57 Lan System Sqm 560
P.H. DIVISION, DHAMDAHA
FINANCIAL BID SHEET
NIT NO. -Re-05/2025-26/SUBOFFC/BLDGN/(Gr. No.-02)
NAME OF WORK:- Construction of Proposed Office for Assistant Engineer, Rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC.
Date of Tender :- 17.012.2025
Estimated Cost:- 7,189,950.00
Earnest Money (In specified mode only):- 145,000.00
Time of Completion :- 09 Months
Cost of BOQ (In specified mode only):- Departmental Cost-10,000.00( online)
NAME OF WORK:- Construction of Proposed Office for Assistant Engineer, Rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC.
S.N. Particulars Qty Unit Rate Amount
1 Construction of Proposed Office for Assistant Engineer, rupauli (1655 sqft/153.81 sqm) under P. H. Division, Dhamdaha including all services, amenities, boudary wall, other site developmental works etc. all complete as per the specification and direction of EIC. AS PER SUB-BOQ NO.- 1 & 02 1 Each Rs. 7,189,950.00 Rs.7,189,950.00
Total Rs.7,189,950.00
Gross Total Rs.7,189,950.00
TO BE FILLED BY CONTRACTOR
1 Estimated cost (in Rs.)- 7,189,950.00
2 Name of the Contractor-
3 Address of the Contractor (including Mob No & Email Id)-
4 I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate mentioned in the Bill of quantity in Fig
5 Cost of construction after above/below
Sighn Of contractor
Sub Estimate No-4
Estimate for construction of PCC Drain (100mmx100mm) in ordinary Tubewell.
Sl. No. PARTICULARS QTY. UNIT RATE (in `) AMOUNT (in `)
1 2.8.1 Earth work in excavation (soil Item-A) and disposal of excavation earth as obtained to a distance upto 50m including all lifts, leveling ramming as for platform. 10.00m x 0.26m x 0.15m = 0.39m3 0.39 M3 P/M3 360.70 140.67
2 2.28 Providing local sand in filling in foundation trenches or in plinth including ramming and waiting in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as sper specification and direction of E/I 10.00m x 0.26m x 0.10m = 0.260 m3 0.26 M3 P/M3 287.30 74.70
3 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per specification ans diraction of E/I For platform 10.00m x 0.26m = 2.6m2 2.60 M2 P/M2 283.30 736.58
4 4.1.3 Providing PCC (1:2:4) M-150 in foundation with approved quality for stone chips 20mm to 6mm size wit clean coarse sand including all cost screening, mixing and placing in position with curing, taxes and royality all complete job as per specification and direction of E/I Drain 10.00m x 0.26m x 0.075m = 0.195m3
5 13.17.1 Providing 12mm cement plaster (1:4) with clean coarse sand including neat cement punning all cost of water, curring, taxes and royality all complete as per specification and direction of E/I 1 x 10 x 0.10 = 0.10 M2
6 4.3.1 Providing centring and shutting including removal of form work 2nos x 10.00m x 0.20 = 4.00m2 4.00 M2 P/M2 211.10 844.40
7 Carraige of Materials -
(a).Local Sand (Lead 3 km) 0.26 M3 P/M3 262.05 68.13
(b) Bricks - Lead (1km kutchha+7km Pucca) 90 nos per‰ nos 836.38 75.27
(d) Stone Chips - Lead (232 km) 0.352 M3 P/M3 2473.39 870.63
Total cost of Ten Metre Drain 5864.40
Total Cost of One Metre Drain 586.44
Rate per m (Say `) 586.00
Junior Engineer Assistant Engineer Executive Engineer
P.H. Division, Purnea
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