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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC | ₹3.9 Cr Quoted ₹4.0 Cr | L1 | Accepted-AOC Lowest Bidder accepted for AOC |
| 2 | L2₹4.1 Cr+₹7.4 L (1.83%)Rejected-AOC | ₹4.1 Cr+₹7.4 L (1.83%) | L2 | Rejected-AOC Second Lowest Bidder rejected |
| 3 | L3₹4.2 Cr+₹14.2 L (3.53%)Rejected-AOC | ₹4.2 Cr+₹14.2 L (3.53%) | L3 | Rejected-AOC Third Lowest Bidder rejected |
| Sl No | Description | Qty | Unit | CHITRAHEM CONSTRUCTION COMPANY L2 | M/s V.M. Builders L3 | R VELLAIYAN CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing Scrub Jungle and destroying the same effectively in complete complying with standard specification and as directed by the departmental officers. | 56,400 | M2 | 6.55 ₹3,69,420 | 6.65 ₹3,75,060 | 6.45 ₹3,63,780 Lowest |
| 2.00 | Earth work deploying earth moving machinery for desilting channel having width of 3m to 10m and forming bund on either side and depositing the earth on banks including jungle clearance etc., complete complying with standard specification and as directed by the departmental officers. | 1,175 | M3 | 49 ₹57,575 | 51 ₹59,925 | 47 ₹55,225 Lowest |
| 3.00 | Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth complying with standard specification and as directed by the departmental officers. (SS20B) (River Regrading) | 12,680 | M3 | 98 ₹12,42,640 | 100 ₹12,68,000 | 90 ₹11,41,200 Lowest |
| 4.00 | Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil and depositing surplus earth in places shown by the departmental officers and clearing, levelling the site etc., in complete complying with standard specification and as directed by the departmental officers . (Open excavation) | 2,600 | M3 | 98 ₹2,54,800 | 100 ₹2,60,000 | 90 ₹2,34,000 Lowest |
| 5.00 | Earth work excavation for foundation and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including shoring, strutting, refilling the sides and deposting the surplus earth in places shown by the departmental officers and clearing, levelling the site etc., in complete complying with standard specification and as directed by the departmental officers. SS20B (Narrow foundation) | 510 | M3 | 200 ₹1,02,000 | 205 ₹1,04,550 | 195 ₹99,450 Lowest |
| 6.00 | Providing and laying Plain Cement concrete of M10 grade (Design Mix) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts,compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers | 220 | M3 | 6,100 ₹13,42,000 | 6,200 ₹13,64,000 | 6,000 ₹13,20,000 Lowest |
| 7.00 | Providing and Laying in position, Plain Cement Concrete of M 15 grade (Design Mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 40mm and down graded confirming to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15N/mm2 at 28 days) including dewatering by bailing/ pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. | 3,075 | M3 | 6,625 ₹2,03,71,875 | 6,700 ₹2,06,02,500 | 6,550 ₹2,01,41,250 Lowest |
| 8.00 | Providing and Laying in position, Plain Cement concrete M 15 grade (Design Mix) using 20mm HBGS jelly to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. | 288 | M3 | 7,100 ₹20,44,800 | 7,200 ₹20,73,600 | 7,000 ₹20,16,000 Lowest |
| 9.00 | Providing and laying in position, standardised Reinforced cement concrete of grade M-20 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with above (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing,etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | 128 | M3 | 8,900 ₹11,39,200 | 9,000 ₹11,52,000 | 8,800 ₹11,26,400 Lowest |
| 10.00 | Providing and laying in position, standardised Reinforced cement concrete of grade M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with above (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing,etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | 11 | M3 | 9,100 ₹1,00,100 | 9,200 ₹1,01,200 | 9,000 ₹99,000 Lowest |
Tender Value
₹4 Cr
EMD Value
₹2.1 L
Closing Date
14 Oct 2025, 3:00 pmClosed
Superintending Engineer
O/o Superintending Engineer, WRD, Amaravathi Basin Circle, Palani.
Construction of Anicut
2025_WRD_606622_1
NIT 6/1
Open Tender
Civil Works - Water Works
Lump-sum
365 days
Dindigul West Taluk in Dindigul District.
As per Tender coonditions.
8 documents required · 8 mandatory
₹0
₹2.1 L
27 Nov 2025
22 Sept 2025
14 Oct 2025
22 Sept 2025
14 Oct 2025
22 Sept 2025
Amount
Clearing Scrub Jungle and destroying the same effectively in complete complying with standard specification and as directed by the departmental officers.
Earth work deploying earth moving machinery for desilting channel having width of 3m to 10m and forming bund on either side and depositing the earth on banks including jungle clearance etc., complete complying with standard specification and as directed by the departmental officers.
Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth complying with standard specification and as directed by the departmental officers. (SS20B) (River Regrading)
Earth work excavation and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil and depositing surplus earth in places shown by the departmental officers and clearing, levelling the site etc., in complete complying with standard specification and as directed by the departmental officers . (Open excavation)
Earth work excavation for foundation and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including shoring, strutting, refilling the sides and deposting the surplus earth in places shown by the departmental officers and clearing, levelling the site etc., in complete complying with standard specification and as directed by the departmental officers. SS20B (Narrow foundation)
Providing and laying Plain Cement concrete of M10 grade (Design Mix) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts,compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers
Providing and Laying in position, Plain Cement Concrete of M 15 grade (Design Mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 40mm and down graded confirming to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15N/mm2 at 28 days) including dewatering by bailing/ pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification.
Providing and Laying in position, Plain Cement concrete M 15 grade (Design Mix) using 20mm HBGS jelly to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification.
Providing and laying in position, standardised Reinforced cement concrete of grade M-20 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with above (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing,etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
Providing and laying in position, standardised Reinforced cement concrete of grade M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with above (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing,etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
Providing steel centering for cement concrete block, column, footing, pedestal, plinth beam, grade beam etc., which require nominal strutting etc., using MS sheets 10 gauge thick of size 90cm x 60cm stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5cm spaced at 90cm c/c duly supported and removing the strutting after specified period without damaging the concrete laid complete complying with standard specification and as directed by the departmental officers. Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge.(Nominal strutting)
Supplying and erecting centering for sides and soffits including necessary supports and strutting for vertical / sloped surface as detailed below with all cross bracings using mild steel sheets of size 90cm x 60cm and 10BG Stiffened with welded mild steel angle of size (25x25x3)mm laid over silver oak joists of size 10x 6.5cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75cm c/c etc.,complete complying with standard specifications and as directed by departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all materials to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge. (With strutting - Vertical facing)
Supply and fabricating of steel required for all RCC works involved in the schedule including cost of steel ,cost of fabrication,labour charges for cleaning the rods straightening,cutting,bending,tying grills including over lapping to the required length wherever necessary and placing reinforcement in position as specified in the drawing including cost of binding wire provision for space bar cover blocks and all other incidental charges etc., in complete complying with standard specification and as directed by the departmental officers.
Rough stone dry packing for Revetment using new hard granite stones obtained from approved quarries including cost of wedges for filling the gaps, including cost and conveyance of all materials and all labour charges etc.,complete complying with standard specification and in layers with proper slope as directed by the departmental officers.
Supplying and filling with crushed stone sand (M sand) for inverted filter including refilling charges, cost of materials, conveyance, labour charges for laying etc., complete complying with standard specification and as directed by the departmental officers
Supplying and filling for 20mm to 40mm jelly for inverted filter with a thickness of 40cm over Msand filling as a filter media for concrete blocks including cost of materials, conveyance, labour charges for laying etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and filling with gravel in between gaps of CC blocks in layers including cost of gravel and filling charges complete complying with standard specification and as directed by the departmental officers.
Supplying and providing Launching apron revetment with Jeddy stones of each size greater 300mm and weight more than 40Kg including cost of labour etc., complete complying with standard specification and as directed by the departmental officers
Supplying and Fixing PVC pipes of size 75mm dia with ISI Standards (6 kg/cm2) for providing weep holes including cost of materials and labour charges etc., complete complying with standard specification as directed by the departmental officers.(at 2m interval)
Providing filter media arrangements to the weep holes in the rear side of retaining wall for a size of 45cmx45cmx60cm and filling with 20mm metal of 30cm thick in 1st layer and 40mm metal of 30cm in 2nd layer the rate is including cost of metals etc.complete complying with standard specification and as directed by the departmental officers.
Supplying and fixing PVC water stopper 150mm width including all labour charges, cutting, fitting and conveyance charges etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and fixing Bitumen felt 15mm thick pad for joints in the wall etc., including all labour charges for fixing etc ,complete complying with standard specification and as directed by the departmental officers
Fabricating, Supplying and erection of Screw gearing steel shutters of size above 1.00 m and upto 2.00m width consist of skin plate made out of 8mm thick mild steel plate and horizontally stiffened with 100x50mm mild steel channel at an interval not more than 0.50m and vertical stiffeners made out of same section at an interval not more than 0.60m and provided with 8mm thick mild steel gusset plate of required size on both sides fastened with rust free bolts and nuts etc. Conveying the fabricated shutter by using lorries including loading, unloading and leading the shutter to the vent. Dismantling the eroded shutter and shuttering arrangements by using necessary gas cutting equipment. Erecting the new shutter and the shuttering arrangements in the vent in proper position by using necessary hoisting equipment. The shutter shall be painted with two coats of Anticorrosive black paint over one coat of Red Oxide Primer. The rate including cost of materials consumables, labours power charges, conveyance charges for all equipment required conveying the dismantled materials to the section stores, cost of petty civil works, trial operation of shutter and warranty for 5 years etc.,complete.
Fabricating, supplying and fixing of 63mm dia Screw Rod made up of Mild Steel duly machined and fully threaded to suit the Head set Assembly and provided with required holes. Conveying and leading the screw rod to the worksite. Fixing the screw rod to the shutter gusset plate with required bolt and nut in proper alignment to the head set including dismantling the existing damaged screw rod,conveying and stacking at section store. The Screw rod should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for all fabricating and hoisting equipments, conveyance charges for labours and materials and warranty for 5 years etc., complete
Fabricating, supplying and fixing of Shutter Groove Angle made up of 100x100x10mm Mild Steel angle for required height including welding hold fast of size 40x40x6mm Mild steel angle 3 Nos on both sides and conveying and leading the groove angle to the vents. Fixing the angle to the grooves in proper alignment including dismantling the existing damaged groove angles, conveying and stacking at section store. The groove angle should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, consumables, labours, charges for all fabricating and hoisting equipments, conveyance, petty civil works and warranty for 5 years etc., complete.
Supplying and fixing of Head Set Assembly Heavy duty with hexagonal nut (Approximate 120 Kg) made up of cast iron including moulding, machining and the hexagonal nut threaded to suit the Screw Rod provided with thrust bearings for smooth operation. Conveying and leading the head set assembly to the work site. Fixing the head set assembly to the top beam by using required rust free bolts and nuts in proper alignment including dismantling the existing damaged Head set assembly, conveying and stacking at section Store. The Head set assembly supplied with operating key and the both should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for wooden pattern, moulding and charges for labours and materials and warranty for 5 years etc, complete.
Fabricating, Supplying and fixing of Top Beam made up of 200x100mm (ISMB 200) duly drilled to suit the Head Set Assembly with required bed bolt made out of 25mm mild steel round rod duly threaded with suitable anchorage arrangements to a height of 0.60m with necessary Fish plate made out of 16mm mild steel plate of size 0.20x 0.30m 2 Nos with required holes. Conveying and leading the top beam arrangements to the work site. Fixing the top beam arrangements at the top of the vent in correct position including dismantling the existing eroded top beam, conveying and stacking and the section stores. The top beam should be painted with two coats of AC black paint over one coat of Red Oxide primer. The Rate including cost of materials, labours, charges for all fabricating and hoisting equipments, cost of petty civil works conveyance charges for labours and materials and warranty for 5 years etc.., complete.
Fabricating, Supplying and erection of Screw gearing steel shutters of size upto 1.00 m width consist shutters of skin plate made out of 8mm thick mild steel plate and vertically stiffened with 65x65x6mm mild steel angle at an interval not more than 0.50m and provided with 8mm thick mild steel gusset plate of required size on both sides fastened with rust free bolts and nuts etc. Conveying the fabricated shutter by using lorries including loading, unloading and leading the shutter to the vent. Dismantling the eroded shutter and shuttering arrangements by using necessary gas cutting equipment. Erecting the new shutter and the shuttering arrangements in the vent in proper position by using necessary hoisting equipment. The shutter shall be painted with two coats of Anticorrosive black paint over one coat of Red Oxide Primer. The rate including cost of materials consumables, labours power charges, conveyance charges for all equipment required conveying the dismantled materials to the section stores, cost of petty civil works, trial operation of shutter and warranty for 5 years etc.,complete.
Fabricating, supplying and fixing of 50mm dia Screw Rod made up of Mild Steel duly machined and fully threaded to suit the Head set Assembly and provided with required holes. Conveying and leading the screw rod to the worksite. Fixing the screw rod to the shutter gusset plate with required bolt and nut in proper alignment to the head set including dismantling the existing damaged screw rod, conveying and stacking at section store. The Screw rod should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for all fabricating and hoisting equipments, conveyance charges for labours and materials and warranty for 5 years etc., complete.
Supplying and fixing of Head Set Assembly medium duty with hexagonal nut (Approximate 70 Kg) made up of cast iron including moulding, machining and the hexagonal nut threaded to suit the Screw Rod provided with thrust bearings for smooth operation. Conveying and leading the head set assembly to the work site. Fixing the head set assembly to the top beam by using required rust fre bolts and nuts in proper alignment including dismantling the existing damaged Head set assembly, conveying and stacking at sectio store. The Head set assembly supplied with operating key and the both should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours charges for wooden pattern, moulding and charges for labours and materials and warranty for 5 years etc., complete.
Fabricating, Supplying and fixing of Top Beam made up of 150x75mm (ISMB 150) duly drilled to suit the Head Set Assembly with required bed bolt made out of 25mm mild steel round rod duly threaded with suitable anchorage arrangements to a height of 0.60m with necessary Fish plate made out of 12mm mild steel plate of size 0.30 x 0.15m 2Nos with required holes. Conveying and leading the top beam arrangements to the work site. Fixing the top beam arrangements at the top of the vent in correct position including dismantling the existing eroded top beam, conveying and stacking and the section stores. The top beam should be painted with two coats of AC black paint over one coat of Red Oxide primer. The Rate including cost of materials, labours, charges for all fabricating and hoisting equipments, cost of petty civil works conveyance charges for labours and materials and warranty for 5 years etc.., complete
CHITRAHEM CONSTRUCTION COMPANY (BID ID -1486482)
M/s V.M. Builders (BID ID -1486489)
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