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Tender Value
₹18.1 L
EMD Value
₹20,200
Closing Date
12 May 2026, 5:30 pmClosed
- Rakesh Masih(DFLT)
MUNICIPAL CORPORATION, KORBA
Interconnection work from main pipe line to distribution pipe line (DI/GI) at near dhyan chand chowk and darri barrage near pragati nagar
189795
F.No. Water Supply /2026/KMC
RESTRICTED TENDER
WORKS
MIXED PERENTAGE ITEM RATE
2 days
MUNICIPAL CORPORATION
Required Past Technical Experience: As per NIT /Tender Document
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
10 documents required · 10 mandatory
Urban Administration and Development Department (UADD)
WORKS
- Rakesh Masih(DFLT)
RESTRICTED TENDER
MIXED PERENTAGE ITEM RATE
A B C D
MUNICIPAL CORPORATION, KORBA
TENDER SECTION
COMMISSINOR, MUNICIPAL CORPORATION, KORBA
120
2
No
1
189795
12 May, 2026 5:30:17 PM IST
18 May, 2026 4:00:49 PM IST
27 Apr, 2026 6:30:04 PM IST
F.No. Water Supply /2026/KMC
Interconnection work from main pipe line to distribution pipe line (DI/GI) at near dhyan chand chowk and darri barrage near pragati nagar
20200.00 INR
Fixed Deposit Receipt (OFFLINE)
1814443.00
2
18 May, 2026 3:00:30 PM IST
1814443
AS PER NIT
AS PER NIT
As per NIT /Tender Document
0.00 INR
10 documents required · 10 mandatory
₹0
₹20,200
12 May 2026
27 Apr 2026
18 May 2026
27 Apr 2026
18 May 2026
Part- A (SOR Items)
Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed. (CG PHED SOR Amendment 07/2022-23, It.No. 18.15 & 18.19.5, Pg.No.51 & 52)
Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unservicve able material up to lead up to 50m and lift up to 1.5m. (CG PHED SOR Amendment 07/2022-23, It.No. 18.19.1 & 18.19.6, Pg.No.51 & 52)
Soft rock with or without blasting or bituminous pavement / cement concrete road.
Lift 0 to 1.5 m
Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (CG PHED SOR Amendment 07/2022-23, It.No. 18.29.3 & Pg.No. 52)
Providing, laying & jointing including testing following socket & spigot centrifugally cast (spun) Ductile iron pressure pipes with inside cement motor lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joint as per IS : 5382/2018. (CG PHED SOR Amendment 07/2022-23, It.No.4.1, Pg.No.02)
150 mm dia D.I pipe class K - 7
Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply) (CG PHED SOR Amendment 07/2022-23, It.No.18.24, Pg.No.52)
Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding Watering and ramming. (CG PHED SOR Amendment 07/2022-23, It.No.18.23, Pg.No.52)
Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.7, Pg.No.04)
200 mm dia.
150 mm dia.
Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.9, Pg.No.05)
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.11, Pg.No.06)
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.13, Pg.No.07)
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.15, Pg.No.07-08)
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.17, Pg.No.08)
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.19, Pg.No.09)
150 mm dia.
Providing and Laying including testing Ductile Iron All socket Tees conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.21, Pg.No.10)
Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.25, Pg.No.13)
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (CG PHED SOR Amendment 07/2022-23, It.No.4.41, Pg.No.18)
D.I. Sluice Valve (PN- 16)
200 mm dia.
150 mm dia.
Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) (CG PHED SOR Amendment 07/2022-23, It.No.18.40.1.4, Pg.No.53)
For Pushing
For Thrust Pit / reception Pits at both Locations (M-15)
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. (CG PHED SOR Amendment 07/2022-23, It.No.18.41.1.3, Pg.No.54)
For Road restoration (M-20)
Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage. (CG PHED SOR Amendment 07/2022-23, It.No.18.44, Pg.No.54)
Construction of Rcc valve chamber with Rcc precast cvers for valves. (100mm to 600mm dia.)
(cost as per rate analysis enclosed)
Labour only for cutting following Ductile Iron pipes of any type and class. (CG PHED SOR Amendment 07/2022-23, It.No.19.4, Pg.No.60)
200 mm dia.
150 mm dia.
Chamfering of CI/DI pipes of all type sand classes to make suitable for tyton joints. (CG PHED SOR Amendment 07/2022-23, It.No.19.6, Pg.No.61)
200 mm dia.
Up to 150 mm dia.
Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating) (Basic rate as per CG PHED SOR 2020 / Item No 10.1.13 (iv), 10.1.7 &10.1.8 (iii); Page no-140 &141)
For Casing Pipe
400 mm Dia MS Pipes / 10 mm Thickness
For Carrying Pipe
200 mm Dia MS Pipes / 8 mm Thickness
Fabrication of M.S. pipes & specials fromsteel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel plates. (Basic rate as per CG PHED SOR 2020 / Item No 10.2; Page no-143)
For Carrying Pipe (Length = 6m)
400 mm Dia MS Pipes / 8 mm Thickness
200 mm Dia MS Pipes / 8 mm Thickness
Providing and applying external and internal coating for steel structure with elastomeric (450% elongation o, thermoplastic, fire retardant, coatin, skin tensile strength 18 to 21 kg. sqcm, micron DFT or self bonding grade with steel 50 micron DFT of liner coat and 50 micron DFT of top coat. (Basic rate as per CG PHED SOR Amendment No-07/2022; Item No 20.20; Page no-75))
700 mm dia. Casing pipe & 450 mm dia. carrying pipe
Total Amount Part-A (In Rs.) =
Part- B (Non Schedule Items)
Pushing of M.S. Pipe of following Dia. For road crossing and Railway crossing by Push Through method in all types of Strata by using hydraullic jack and drilling machine of required diameter , below 3.0 m depth including lowering , laying , jointing of M.S. casing pipe including cost of labour , fuel and material , required welding machinery , tripod , chain pulley block , crane , blower etc. tracsportation and dewatering etc. complete as directed by Engineer - In- Charge but excluding cost of M.S. Pipes. (Basic rate as per MJP CSR 2021-22/ Item No-14b; Page no-63)
For Casing pipe of 400 mm Dia. MS Pipes
For 400 mm Dia. M.S. Casing Pipe / 12 mm thk
Total Amount Part-B (In Rs.) =
Total Amount Part - A+ B (In Rs.) =
Say Rs.=
OFFICE OF THE MUNICIPAL CORPORATION KORBA (C.G)
Estimate based on CG PHED SOR 2020 & Amendment 07/2022-23
MEASUREMENT SHEET
150 mm dia. DI K-7
Total Length =
Part- A (SOR Items)
Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed. (CG PHED SOR Amendment 07/2022-23, It.No. 18.15 & 18.19.5, Pg.No.51 & 52)
Pushing
150 mm dia. DI K-7
For Pushing
Lift 0 to 1.5 m
For Thrust Pit
For Receiving Pit
Total Qty. =
Lift 1.5 to 3.0 m
For Thrust Pit
For Receiving Pit
Total Qty. =
Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unservicve able material up to lead up to 50m and lift up to 1.5m. (CG PHED SOR Amendment 07/2022-23, It.No. 18.19.1 & 18.19.6, Pg.No.51 & 52)
Soft rock with or without blasting or bituminous pavement / cement concrete road.
Lift 0 to 1.5 m
Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Providing, laying & jointing including testing following socket & spigot centrifugally cast (spun) Ductile iron pressure pipes with inside cement motor lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joint as per IS : 5382/2018. (CG PHED SOR Amendment 07/2022-23, It.No.4.1, Pg.No.02)
150 mm dia. DI K-7
Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply) (CG PHED SOR Amendment 07/2022-23, It.No.18.24, Pg.No.52)
For Road restoration (M-10)
Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding Watering and ramming. (CG PHED SOR Amendment 07/2022-23, It.No.18.23, Pg.No.52)
Excavation qty. =
Filling moorum/ river sand
Total =
Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.7, Pg.No.04)
200 mm dia.
150 mm dia.
Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.9, Pg.No.05)
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.11, Pg.No.06)
450 mm dia.
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.13, Pg.No.07)
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.15, Pg.No.07-08)
200 mm dia.
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.17, Pg.No.08)
150 mm dia.
Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (CG PHED SOR Amendment 07/2022-23, It.No.4.19, Pg.No.09)
150 mm dia.
Providing and Laying including testing Ductile Iron All socket Tees conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.21, Pg.No.10)
Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. (CG PHED SOR Amendment 07/2022-23, It.No.4.25, Pg.No.13)
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. (CG PHED SOR Amendment 07/2022-23, It.No.4.41, Pg.No.18)
D.I. Sluice Valve (PN- 16)
200 mm dia.
150 mm dia.
Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) (CG PHED SOR Amendment 07/2022-23, It.No.18.40.1.4, Pg.No.53)
For Pushing
For Thrust Pit / reception Pits at both Locations (M-15)
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. (CG PHED SOR Amendment 07/2022-23, It.No.18.41.1.3, Pg.No.54)
For Road restoration (M-20)
Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage. (CG PHED SOR Amendment 07/2022-23, It.No.18.44, Pg.No.54)
qty as per item no. 20 (125 kg/cum) = (19.69+2.64)*125
Supplying and laying of submersible flat cable ISImarked 3 core copper wire of suitable size with proper clamping of approved make. (CG PHED SOR 2020, It.No.34.20.107 (iv), Pg.No.354)
10.0 Sq.mm.multi strand
Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS:1239/2011 Part- II. (CG PHED SOR 2020, It.No.6.1, Pg.No.89)
150mm dia (Medium Class)
Supplying following sizes PVC insulated, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade. (CG PWD ELECTRICAL SOR 2015, It.No.34.7.23)
4 x 16 sq. mm.
Construction of Rcc valve chamber with Rcc precast cvers for valves. (100mm to 600mm dia.)
(cost as per rate analysis enclosed)
Labour only for cutting following Ductile Iron pipes of any type and class. (CG PHED SOR Amendment 07/2022-23, It.No.19.4, Pg.No.60)
200 mm dia.
150 mm dia.
Chamfering of CI/DI pipes of all type sand classes to make suitable for tyton joints. (CG PHED SOR Amendment 07/2022-23, It.No.19.6, Pg.No.61)
200 mm dia.
Up to 150 mm dia.
Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating) (Basic rate as per CG PHED SOR 2020 / Item No 10.1.13 (iv), 10.1.7 &10.1.8 (iii); Page no-140 &141)
For Casing Pipe
L= Length of Railway land + extra out side casing pipe
400 mm Dia MS Pipes / 10 mm Thickness
For Carrying Pipe
200 mm Dia MS Pipes / 8 mm Thickness
Fabrication of M.S. pipes & specials fromsteel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel plates. (Basic rate as per CG PHED SOR 2020 / Item No 10.2; Page no-143)
For Carrying Pipe (Length = 6m)
400 mm Dia MS Pipes / 8 mm Thickness
200 mm Dia MS Pipes / 8 mm Thickness
Providing and applying external and internal coating for steel structure with elastomeric (450% elongation o, thermoplastic, fire retardant, coatin, skin tensile strength 18 to 21 kg. sqcm, micron DFT or self bonding grade with steel 50 micron DFT of liner coat and 50 micron DFT of top coat. (Basic rate as per CG PHED SOR Amendment No-07/2022; Item No 20.20; Page no-75))
A) For Casing pipe of 700mm dia. MS pipe
For Outer surface of casing pipe
a) 400 mm dia./ 12 mm Thick
For Inner surface of casing pipe
b) 400 mm dia./ 12 mm Thick
B) For Carrying pipe of 450mm dia. MS pipe
For Outer surface of carrying pipe
a) 200 mm dia./ 8 mm Thick
For Inner surface of carrying pipe
b) 200 mm dia./ 8 mm Thick
Total =
Part- B (Non Schedule Items)
Pushing of M.S. Pipe of following Dia. For road crossing and Railway crossing by Push Through method in all types of Strata by using hydraullic jack and drilling machine of required diameter , below 3.0 m depth including lowering , laying , jointing of M.S. casing pipe including cost of labour , fuel and material , required welding machinery , tripod , chain pulley block , crane , blower etc. tracsportation and dewatering etc. complete as directed by Engineer - In- Charge but excluding cost of M.S. Pipes. (Basic rate as per MJP CSR 2021-22/ Item No-14b; Page no-63)
For Casing pipe of 400 mm Dia. MS Pipes
For 400 mm Dia. M.S. Casing Pipe / 12 mm thk
CONSTRUCTION OF RCC VALVE CHAMBERS WITH RCC PRECAST
COVERS FOR VALVES
(SIZE 2.2 M. X 2.2 M. X 2.3 M.)
Earth work in excavation for pipe trench in all kinds of soil and WBM in areas including dressing, watering and ramming and disposal of excavated earth lead up to 1.5 m. disposal earth to be leveled, neatly dressed.
Chhattisgarh PHED USOR Amendment No.07/2022-23; Item No.18.15, Pg. No.51
Earth work in excavation for pipe trench in all kinds of rocks in areas including’ dressing, stacking of useful material and disposal of unserviceable on up to 50 m. lead and lift up to 1.5 m.
Chhattisgarh PHED USOR Amendment No.07 /2022-23; Item No.18.19, 18.19.3 & 18.19.7; Pg. No.51 & 52
a) Soft rock with or without blasting or bituminous pavement/cement concrete road.
Earth work in excavation for pipe trench in all kinds of rocks in areas including’ dressing, stacking of useful material and disposal of unserviceable on up to 50 m. lead and lift up to 1.5 m.
c) Hard rock requiring chiseling/where blasting is prohibited.
Chhattisgarh PHED USOR Amendment No.07 /2022-23; Item No.18.19.3 & 18.19.7; Pg. No.51 & 52
Providing and laying mechanically mixed cement concrete 20mm nominal size graded crushed stone e/x cost of centring & shuttering.
In Plinth & foundation
PCC of valve chambers
Chhattisgarh PHED USOR Amendment No.07 /2022-23; Item No.18.41.1.1 ; Pg. No.54
Providing and fixing formwork including centering shuttering, strutting, staging, propping bracing etc. complete & including removal of form work.
i) Foundations, footing, base of columns and plinth beam in any shape and size up to plinth level.
Floor or valve chambers walls of any thickness.
ii) walls of any thickness included attached buttersses.
Chhattisgarh PHED USOR Amendment No.07 /2022-23; Item No.18.64.1 ; Pg. No.56
Providing & laying mechanically mixed R.C.C. excluding cantering & shuttering and reinforcement in foundation/plinth (20mm graded metal) M-20
Chhattisgarh PHED USOR Amendement No- 07 2022-23, Item No. 18.42.1 ; Pg. No.54
Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting. Bending, binding etc. complete i/c cost of binding wire and wastage.
Qty = 100 kg/ m³ of item no. 6
Chhattisgarh PHED USOR Amendement No- 07 2022-23, Item No. 18.44 ; Pg. No.54
Total =
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