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| # | Company | Amount | Rank |
|---|---|---|---|
| 1 | L1₹26.3 L | ₹26.3 L | L1 |
| 2 | L2₹27.9 L+₹1.7 L (6.29%) | ₹27.9 L+₹1.7 L (6.29%) | L2 |
| 3 | L3₹28.0 L+₹1.7 L (6.57%) | ₹28.0 L+₹1.7 L (6.57%) | L3 |
| 4 | L4₹28.2 L+₹1.9 L (7.36%) | ₹28.2 L+₹1.9 L (7.36%) | L4 |
| 5 | L5₹31.1 L+₹4.8 L (18.4%) | ₹31.1 L+₹4.8 L (18.4%) | L5 |
Tender Value
₹35.0 L
EMD Value
₹26,500
Closing Date
1 Jun 2026, 5:30 pmClosed
MR SE DURG 3 KUSUM DEWANGAN
CE,DURG
R.C.C. DRAIN WORK DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6 & 42/4-6 = 900.00 MT UNDER SUB. DN. GUNDERDEHI
190736
NIT NO. 43/DURG(Balod)/2026
RESTRICTED TENDER
WORKS
PERCENTAGE
CE
Required Past Technical Experience: As Per NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
5 documents required · 5 mandatory
Public Works Department (PWD)
WORKS
MR SE DURG 3 KUSUM DEWANGAN
RESTRICTED TENDER
PERCENTAGE
A B C D
CE,DURG
DURG,CIRCLE
DIVISION BALOD
120
No
1
7137000
12012023
190736
1 Jun, 2026 5:30:38 PM IST
4 Jun, 2026 11:00:14 AM IST
13 May, 2026 5:30:24 PM IST
06052026
NIT NO. 43/DURG(Balod)/2026
R.C.C. DRAIN WORK DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6 & 42/4-6 = 900.00 MT UNDER SUB. DN. GUNDERDEHI
26500.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
3498000.00
2
3 Jun, 2026 5:30:02 PM IST
3498000
AS PER NIT
AS PER NIT
As Per NIT
0.00 INR
03
4910520230005 ,4910520230006 ,4910520230007
5 documents required · 5 mandatory
₹0
₹26,500
1 Jun 2026
13 May 2026
4 Jun 2026
13 May 2026
3 Jun 2026
N.I.T. SCHEDULE (ROAD SAFTEY) ESTIMATE FOR R.C.C. DRAIN WORK UNDER SUB. DN. GUNDERDEHI
DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6 & 42/4-6 = 900.00 MT. Rs. 34.98 Lacs 460 LENGTH
SOR 01/01/2025 PAC
S No Item No. Sub Item Particular Qty Unit Rate Amount 40/4-6= 460.00 40/4-6= 440.00
1 R-SOR It - 2.5 P - 7 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 including all leads and lifts and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
A Lime Concrete, cement concrete grade M-10 and below 7.56 Cum 466
2 R-SOR It - 3.19 P - 13 Construction of RCC open drain
Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications.
(i) 0.60 m width x 0.60 m average depth 900 Meter 3255
3 R-SOR It - 3.7 P - 17 Construction of RCC drain/cover slab/chamber.
(ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20 56.7 Cum. 4724
(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Say in Lacs Rs.
N.I.T. SCHEDULE (ROAD SAFTEY) ESTIMATE FOR R.C.C. DRAIN WORK UNDER SUB. DN. GUNDERDEHI
1 DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6 & 42/4-6 = 900.00 MT. Rs. 34.98 Lacs 460 LENGTH
2 GUNDERDEHI-DHAMTARI (SH-23) ROAD IN KM 26/2 & 26/4 = 780.00 MT. Rs. 30.28 Lacs 440
SOR 01/01/2025 PAC
S No Item No. Sub Item Particular Qty Unit Rate Amount 40/4-6= 460.00 40/4-6= 440.00
1 R-SOR It - 2.5 P - 7 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 including all leads and lifts and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
A Lime Concrete, cement concrete grade M-10 and below 7.56 Cum 466
2 R-SOR It - 3.19 P - 13 Construction of RCC open drain
Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications.
(i) 0.60 m width x 0.60 m average depth 1680 Meter 3255
3 R-SOR It - 3.7 P - 17 Construction of RCC drain/cover slab/chamber.
(ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20 105.84 Cum. 4724
(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Say in Lacs Rs. 65.26
GOVERNMENT OF CHHATTISGARH
PUBLIC WORKS DEPARTMENT
SPECIAL REPAIR ESTIMATE FOR R.C.C. DRAIN IN DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6= 460.00 MT. ROAD UNDER SUB. DN. GUNDERDEHI
ESTIMATED COST - Rs. Lacs
EXECUTIVE ENGINEER
PUBLIC WORKS DEPARTMENT
BALOD DIVISION, BALOD (C.G.)
SPECIAL REPAIR ESTIMATE FOR R.C.C. DRAIN IN DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6= 460.00 MT. ROAD UNDER SUB. DN. GUNDERDEHI
GENERAL ABSTRACT
S.NO. PARTICULAR AMOUNT
SAY (In Lacs):-
Sub Engineer Sub Divisional Officer P.W.D. (B/R) Sub-Dn.Gunderdehi Executive Engineer P.W.D. (B/R) Division -Balod
SPECIAL REPAIR ESTIMATE FOR R.C.C. DRAIN IN DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6= 460.00 MT. ROAD UNDER SUB. DN. GUNDERDEHI
S No Item No. Sub Item Particular Nos. L W H/D Qty Unit Rate Amount
1 R-SOR It - 2.5 P - 7 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 including all leads and lifts and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
A Lime Concrete, cement concrete grade M-10 and below 1 45 0.84 0.1 Cum 466
2 R-SOR It - 3.19 P - 13 Construction of RCC open drain
Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications.
(i) 0.60 m width x 0.60 m average depth 2 230 Meter 3255
3 R-SOR It - 3.7 P - 17 Construction of RCC drain/cover slab/chamber.
(ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20 0.5 0.84 0.15 Cum. 4724
(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
28.98 Cum @ 80 kg /Cum MT 65434
Say in Lacs Rs.
ABSTRACT FOR R.C.C. DRAIN IN DURG-GUNDERDEHI-BALOD (SH-07) ROAD IN KM 40/4-6= 460.00 MT. ROAD UNDER SUB. DN. GUNDERDEHI
S No Item No. Sub Item Particular Qty Unit Rate Amount
1 R-SOR It - 2.5 P - 7 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 including all leads and lifts and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
A Lime Concrete, cement concrete grade M-10 and below Cum 466
2 R-SOR It - 3.19 P - 13 Construction of RCC open drain
Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications.
(i) 0.60 m width x 0.60 m average depth Meter 3255
3 R-SOR It - 3.7 P - 17 Construction of RCC drain/cover slab/chamber.
(ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement, with RCC M-20 Cum. 4724
(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
Say in Lacs Rs.
boq_comp_chart.xls
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8569293933827013593_190736_Affidavit.docx
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2186764586545987052_190736_English notice Less than 1 Crore.docx
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2507205267036729726_190736_DGB 40.xls
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