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Tender Value
Refer Docs
EMD Value
₹18,200
Closing Date
15 Sept 2026, 5:30 pm
- Ashis Agrawal(DFLT)
NAGAR PANCHAYAT LAWAN
वार्ड क्रमांक 14 में आर.सी.सी.नाली निर्माण कार्य (पानी टंकी से हाई स्कूल ग्राउंड होते हुये बाउण्ड्रीवाल के अंतिम छोर तक एवं शासकीय हॉस्पिटल परिसर से स्कूल बाउण्ड्री के अंतिम छोर तक तथा जंक्शन से जाड़ा तालाब तक)
198176
171
RESTRICTED TENDER
WORKS
PERCENTAGE
6 days
NAGAR PANCHAYAT LAWAN
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
14 documents required · 14 mandatory
Urban Administration and Development Department (UADD)
WORKS
- Ashis Agrawal(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
NAGAR PANCHAYAT LAWAN
TENDER SECTION
NAGAR PANCHAYAT LAWAN
120
06
No
0
198176
15 Sep, 2026 5:30:00 PM IST
18 Sep, 2026 4:00:00 PM IST
24 Aug, 2026 5:00:00 PM IST
171
वार्ड क्रमांक 14 में आर.सी.सी.नाली निर्माण कार्य (पानी टंकी से हाई स्कूल ग्राउंड होते हुये बाउण्ड्रीवाल के अंतिम छोर तक एवं शासकीय हॉस्पिटल परिसर से स्कूल बाउण्ड्री के अंतिम छोर तक तथा जंक्शन से जाड़ा तालाब तक)
18200.00 INR
Fixed Deposit Receipt (OFFLINE)
2
18 Sep, 2026 3:00:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
22d 7h 21m
14 documents required · 10 mandatory · 4 optional
₹0
₹18,200
24 Aug 2026
24 Aug 2026
18 Sept 2026
24 Aug 2026
18 Sept 2026
OFFICE OF THE NAGAR PANCHAYAT LAWAN DISTT. - BALODABAZAR-BHATAPARA (C.G.)
ESTIMATE AND ABSTRACT
Construction of RCC Drain AT WARD NO. 14 Lawan (From Water Tank To Hiigh School Ground Boundry end point & Govt. Hospital Campus to School Boundry end Point)
ESTIMATE HAS BEEN PREPARED AS PER SOR PWD (BUILDING WORKS ) W.E.F. 10.06.2026
SN SOR Item no Item No L B H/D Qty unit Rate Amount
(A) Construction of RCC Drain (0.60x0.60) (Water Tank To Hiigh School Ground Boundry end point )
1 1.1.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.
2 1.17 Filling from available excavated stuff (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 m. and lift upto 1.5 M.
(BUILDING SOR. ITEM NO.-1.17/11)
For Drain sides 2 297.00 0.10 0.75 44.55
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidation each deposited layer by ramming and watering including dressing etc.complete.
4 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.1 Foundations,footings,base of column and plinth beam any shapes and size.
6 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
7 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:
3.12.1 Thermo-Mechanically treated bars FE 415
Qty. as per item No 6 107.66
(A) Total Amount for RCC Drain Rs. 910318.37
(B) Construction of RCC Drain (0.60x0.60) (Govt. Hospitak campuus To Hiigh School Ground Boundry end point )
1 1.1.1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.
2 1.17 Filling from available excavated stuff (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 m. and lift upto 1.5 M.
(BUILDING SOR. ITEM NO.-1.17/11)
For Drain sides 2 246.00 0.10 0.75 36.90
3 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidation each deposited layer by ramming and watering including dressing etc.complete.
4 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.1 Foundations,footings,base of column and plinth beam any shapes and size.
6 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
7 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:
3.12.1 Thermo-Mechanically treated bars FE 415
Qty. as per item No 6 89.18
(B) Total Amount for RCC Drain Rs. 754001.07
(C) Construction of RCC Drain (1.0x1.0) (Junction to Jada Pond)
1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
1.1.1 In all types of soil
(Building SOR. ITEM NO.-1.1.1) 1 188.00 1.30 1.20 293.28
2 1.10 Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid)
(Building SOR. ITEM NO.-1.10) 1 188.00 1.30 0.80 195.52
3 1.17 Filling from available excavated stuff (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 m. and lift upto 1.5 M.
(BUILDING SOR. ITEM NO.-1.17/11)
For Drain sides 2 188.00 0.10 1.15 43.24
4 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidation each deposited layer by ramming and watering including dressing etc.complete.
(BUILDING SOR. ITEM NO.-1.18/11)
5 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
3.1.3 3.1.3) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
(BUILDING SOR. ITEM NO.- 3.1.3/23)
6 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.1 2.1.1) Foundations,footings,base of column and plinth beam any shapes and size.
(BUILDING SOR ITEM NO.- 2.1.1/16)
Wall outside- 2 188.00 1.15 432.40
7 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 363.8
(BUILDING SOR ITEM NO.- 3.2.1/23) 1*.6
Precast slab 80 1.10 0.50 0.125 5.50
8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:
3.12.1 Thermo-Mechanically treated bars FE 415 14
(BUILDING SOR. ITEM NO.-3.12.1/24) 10
Qty. as per item No.-3.2.1 = 78.35 9.875
(C) Total Amount for RCC Drain Rs. 761850.59
Total Amount (A+B+C) = 2426170.03
Gross Total Amount = 2862880.63
say in Lakhs 28.63
Sub Engineer Nagar Panchayat Lawan C.M.O. Nagar Panchayat Lawan
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details.html
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2775858589383009036_198174_Niyam Shart Untied 15th FC lawan.pdf
NIT • 2.04 MB
7930345835169430237_198174_Form- A.pdf
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9068301672482454111_190991_Annexure- 13 Affidavit Rs 100.pdf
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157065926300112254_198176_Estimate ward 14 Highschool.pdf
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6870908274519757291_198176_NIT.pdf
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6864885761732690116_198176_BOQ (AS per New SOR).xlsx
BOQ • 0.09 MB
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