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Tender Value
₹34.2 L
EMD Value
₹26,000
Closing Date
16 Jul 2026, 5:00 pm
MR BUYER ADMIN(DFLT)
CGSMB
CONSTRUCTION OF 1NO-06 M SPAN WITH RETAINING WALL NEAR CULVERT AT GRAM PANCHAYAT NARIHA (MADANAAR) VIDHAN SABHA AREA - NARAYANPUR, DISTT- KONDAGAON
194868
Sr.no/B6/vs area city durg/64-2/26-27/1898/raipur/23.06.2026
RESTRICTED TENDER
WORKS
6 days
CGSMB
Required Past Technical Experience: AS DETAILED IN NIT CONDITION
Required Financial Turnover (in INR): AS PER NIT/NIT CONDI
Required Bid Capacity (in INR): AS PER NIT/NIT CONDI
21 documents required · 21 mandatory
Chhattisgarh State Mandi Board (CGSMB)
WORKS
MR BUYER ADMIN(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CGSMB
TENDER SECTION
RAIPUR
120
06
No
0
194868
16 Jul, 2026 5:00:00 PM IST
24 Jul, 2026 11:00:00 AM IST
4 Jul, 2026 3:00:00 PM IST
Sr.no/B6/vs area city durg/64-2/26-27/1898/raipur/23.06.2026
CONSTRUCTION OF 1NO-06 M SPAN WITH RETAINING WALL NEAR CULVERT AT GRAM PANCHAYAT NARIHA (MADANAAR) VIDHAN SABHA AREA - NARAYANPUR, DISTT- KONDAGAON
26000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
3423000.00
2
23 Jul, 2026 5:00:00 PM IST
3423000
AS PER NIT/NIT CONDI
AS PER NIT/NIT CONDI
AS DETAILED IN NIT CONDITION
3000.00 INR
12d 3h 17m
21 documents required · 14 mandatory · 7 optional
₹3,000
₹26,000
4 Jul 2026
4 Jul 2026
24 Jul 2026
4 Jul 2026
16 Jul 2026
4 Jul 2026
23 Jul 2026
OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING ( MANDI ) BOARD- JAGDALPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF 6.00 M 01 SPAN SLAB CULVERT IN NARIHA , GRAM PANCHAYAT - MADANAAR (NARIHA), DISTT.- KONDAGAON ( C.G. )
S.O.R - E. in C. C.G. P.W.D. BRIDGE WORKS W.E.F. 01.01.15 & AMENDED UPTO DATE
193 /VIP/I/Sr.No.- 38 Cost RS. (In Lac) 22.16
S.N. PARTICULAR OF ITEMS NOS LENGTH WIDTH D/H QUANTITY UNIT RATE AMOUNT
1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approvedmaterial including dewatering etc. complete.
Up to 3 m depth
As per SOR Item No. 2.1 page 13
cutt off wall below nalla bed 2 6.00 0.30 0.60 2.16
Ordinary rock (not requiring blasting)
2 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
Using concrete mixer
As per SOR Item No. 2.6 A page 14
cutt off wall below nalla bed 2 6.00 0.30 0.25 0.90
3 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
D.Height upto 5m
a. Using concrete Mixer
(i) R.C.C. Grade M-20
As per SOR Item No.3.6A(a) page 20
Upto G.L. Abutment Av. Width (2.70+1.20)/2=1.95 m 2 7.50 1.85 1.80 49.95
Upto G.L. wingwall Av. Width (2.70+1.20)/2=1.95m 4 3.00 1.85 1.80 39.96
Above G.L. Abutment Av. Width (1.2+0.7)/2=0.95m 2 7.50 0.95 2.20 31.35
Above G.L. wingwall Av. Width (1.2+0.50)/2=0.85m, av. Length (5.20+3.00)/2=4.10m 4 4.10 0.85 2.80 39.03
4 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
20 % R.C.C. Qty 271.38 cum
As per SOR Item No. 3.7 page 21 2653.93
5 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200
As per SOR Item No. 3.8 page 21
6 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material
As per SOR Item No. 3.9 page 22
As per exca. Qty- c.c. qty upto G.L. 82.10 cum 905.00 74300.50
7 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laidconcrete shall be covered by gunny bags)
For Solid Slab Super Structure
Using Concrete Mixer
As per SOR Item No. 4.1A page 24
Abutment cap 2 7.50 0.70 0.30 3.15
Parapet Wall 2 12.00 0.30 0.50 3.60
8 Supplying, fitting and placing HSD (High StrengthDeformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
As per SOR Item No. 4.2 page 27
9 Providing & fixing in position structural steel expansion joint i/c. cutting riveting bolting welding as per MORT&HStd. drawing No. BD/1-69 'B' and specification as per section 1000, 1900 and 2600.
As per SOR Item No. 4.26 page 30
10 Painting on kerbs in black and yellow alternate bandsincluding cost of material and labour complete as perdrawings and specifications as per clause 803.
With Road Marking Paint
As per SOR Item No. 4.20 page 29
11 Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications
As per SOR Item No. 4.14c page 28
12 Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Total Amount Rs. 2151654.83
Add. 3% Contingengy charge Rs. 64549.65
Grand Total Amount Rs. 2216204.48
SAY Rs. 36.15 Lakh 22.16
Sub Engineer Assistant Engineer Executive Engineer
C.G State Agri.Marketing Board C.G State Agri.Marketing Board C.G S. Agri.Marketing Board
Jagdalpur (C.G.) Jagdalpur (C.G.) Jagdalpur (C.G.)
OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING ( MANDI ) BOARD- JAGDALPUR
DETAILED ESTIMATE FOR CONSTRUCTION OF RETAINING WALL & APPROACH ROAD NEAR 6.00 M SPAN SLAB CULVERT AT NARIHA , GRAM PANCHAYAT - MADANAAR IN NARIHA , GRAM PANCHAYAT - MADANAAR (NARIHA), DISTT.- KONDAGAON ( C.G. )
S.O.R - E. in C. C.G. P.W.D. BRIDGE WORKS W.E.F. 01.01.15 & AMENDED UPTO DATE
193 /VIP/I/Sr.No.- 38 Cost RS. (In Lac) 13.09
S.N. PARTICULAR OF ITEMS NOS LENGTH WIDTH D/H QUANTITY UNIT RATE AMOUNT
1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approvedmaterial including dewatering etc. complete.
Up to 3 m depth
As per SOR Item No. 2.1 page 13
Retaining wall 2 40.00 1.60 1.50 192.00
2 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
Using concrete mixer
As per SOR Item No. 2.6 A page 14
Retaining wall 2 40.00 1.60 0.30 38.40
3 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200
As per SOR Item No. 3.8 page 21
4 Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
Total Amount Rs. 1271225.40
Add. 3% Contingengy charge Rs. 38136.76
Grand Total Amount Rs. 1309362.16
SAY Rs. 36.15 Lakh 13.09
Sub Engineer Assistant Engineer Executive Engineer
C.G State Agri.Marketing Board C.G State Agri.Marketing Board C.G S. Agri.Marketing Board
Jagdalpur (C.G.) Jagdalpur (C.G.) Jagdalpur (C.G.)
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