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Tender Value
₹24.5 L
EMD Value
₹49,100
Closing Date
8 Aug 2026, 3:00 pmClosed
VIMAL KUMAR
Executive Officer
NAGAR PARISHAD DEHRI-DALMIANAGAR
VIMAL KUMAR
Executive Officer
Construction of PCC Road and R.C.C drain from Ravindra Sharma house to Balram soni, Krishna Sharma to Murari kasera house and Binod yadav to Awadhesh Yadav house in ward no. 34
137140
NIT 04/2026-27/Gr-36
Open Tender
CIVIL
Rohtas
• Name of the Bidder
• Name of the Firm/Company
• Address of Firm/Company
• PAN Number
• GSTIN
• Registration Certificate No.
• Contacts Details
• Email ID
CIVIL
PERCENTAGE
L1
1
9 documents required · 9 mandatory
₹5,000
Processing Fee: 1180
₹49,100
SAMARAT ASHOK BHAWAN NAGAR PARISHAD CAMPUS
28 Jul 2026
28 Jul 2026
9 Aug 2026
29 Jul 2026
8 Aug 2026
29 Jul 2026
30 Jul 2026
Construction of PCC Road and R.C.C drain from Ravindra Sharma house to Balram soni, Krishna Sharma to Murari kasera house and Binod yadav to Awadhesh Yadav house in ward no. 34
ESTIMATED COST :- 2477700
EARNEST MONEY :- 50000
COST OF B.O.Q. :- 5000
BID PROCESSING FEE :- As Per Eproc
TIME OF COMPLITION :- 04 Month
Sl. No. Name of Items Units Quantity Rate
In Figure In Words Amount
1 Dismantling of Concrete Work…………..Do……………. Per M3 51.81 970.9 Nine Hundred Seventy Rupees And Ninety Paisa Only 50302
2 Dismantling of Brick Work…………..Do…………….. Per M3 32.23 823.73 Eight Hundred Twenty Three Rupees & Seventy Paisa only 26549
3 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, Per M 24 902.6 Nine Hundred Two Rupees And Sixty Paisa Only 21662
4 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Per M3 70.08 360.7 Three Hundred Sixty Rupees and Seventy Paisa Only 25278
5 Supply and filling in plinth with local sand under floors including watering, ramming consolidating and dressing as per direction of E/I. (vide Item 2.28 of Building schedule) Per M3 47.82 287.3 Two Hundred Eighty Seven Rupees & Thirty Paisa only 13739
6 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per direction of E/I. (vide Item 11.72 of Building schedule) Per M2 211.4 283.3 Two hundred Eighty Three Rupees & Thirty Paisa only 59890
7 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size) Per M3 60.47 5418.9 Five Thousand Four Hundred Eighteen Rupees & Ninty Paisa Only 327663
8 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Per M3 60.51 5670 Five Thousand Six Hundred Seventy Rupees And Zero Paisa Only 3430923
9 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of Centring ,shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Per M3 8.83 5670 Five Thousand Six Hundred Seventy Rupees And Zero Paisa Only 50066
10 Supplying and Filling in plinth with local sand and under floors including, watering , ramming consolidating and dressing complete. Per M3 18.3 5017 Five Thousand Seventeen Rupees And Zero Paisa Only 91828
11 Earth work banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering .rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up ; in embankments for roads, flood banks, marginal banks, and guide banks etc . lead upto 50 m and lift upto 1.5 m. (AVRAGE 35%) Per M3 94.96 224 Two Hundred Twenty Four Rupees & Zero Paisa Only 21271
12 Centring and shuttering including strutting, propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concrete. Per M2 324.75 211.6 Two Hundred Eleven Rupees and Sixty Paisa Only 68717
13 Centring and shuttering including strutting, propping etc. and removal of form for.Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Per M2 379.74 375.1 Three Hundred Seventy Five Rupees And Ten Paisa Only 14244
14 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars TMTC-500-10mm dia. Per Kg 5547.2 92.60.00 Ninety Two Rupees and Sixty Paisa Only 513671
15 CARRIAGE OF MATERIAL
(i) BRICKS %O 15805 1367.69 One Thousand Three Hundred Sixty Seven Rupees And Sixty Nine Paisa Only 21616
(ii) LOCAL SAND - M3 51.2 310.46 Three Hundred Ten Rupees And Forty Six Paisa Only 15898
(iii) COURSE SAND M3 61.15 727.5 Seven Hundred Twenty Seven Rupees And Fifty Paisa Only 44487
(iv) STONE CHIPS M3 112.7 2591.81 Two Thousand Five Hundred Ninety One Rupees And Eighty One Paisa Only 292097
(v) CEMENT MT 49.65 1169.04 One Thousand One Hundred Sixty Nine Rupees And Four Paisa Only 58043
(vi) Steel MT 0.999 1169.04 One Thousand One Hundred Sixty Nine Rupees And Four Paisa Only 6485
(viii) Disposel of Earh+ debries materials M3 94.96 276.04 Two Hundred Seventy Six Rupees And Four Paisa Only 26213
(viii) Debries M3 148.64 276.04 Two Hundred Seventy Six Rupees And Four Paisa Only 41031
Different Cost of Materials (i) Bricks Nos 1580 270.23 Two Hundred Seventy Rupees And Twenty Three Paisa Only 4271
(ii) Cement MT 49.65 752.28 Seven Hundred Fifty Two Rupees And Twenty Eight Paisa Only 37351
16 SIAGNIORANG FEE 18040
17 SIGNBOARD AND PHOTO EACH 1 4500 4500
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