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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.7 LAccepted-Finance | L1 | Accepted-Finance ok | |
| 2 | L2₹29.1 L+₹39,848.14 (1.39%)Rejected-Finance | L2 | Rejected-Finance ok |
| Sl No | Description | Qty | Unit | VCP Constructions L1 | CHINNAMUTHU L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum black cotton, hard red earth, shales, murrams, ordinary gravel stoney earth mixed with 50% fair sized boulders etc., with an initial lead of 10m and lift of 2m. and as directed by Town Panchayat Officers. - For Foundation - First depth of 0 to 2 m- FOR HSC, HRE | 49.02 | cum | 12,058.92 ₹12,058.92 Lowest | 12,255 ₹12,255 |
| 2.00 | FOR Pipe Line | 1,782 | cum | 4,38,372 ₹4,38,372 Lowest | 4,45,500 ₹4,45,500 |
| 3.00 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, Soft Rock or Kankar not requiring blasting as directed by Engineer Incharge. First depth of 0 to 2 m- FOR SDR | 49.02 | cum | 12,647.16 ₹12,647.16 Lowest | 12,745.2 ₹12,745.2 |
| 4.00 | Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification as directed by Engineer in Charge with standard specification including watering ramming and consolidation etc., complete and as directed by Town Panchayat Officers. | 7.35 | cum | 12,414.15 ₹12,414.15 Lowest | 12,495 ₹12,495 |
| 5.00 | P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Ordinary Portland cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge.. 1:4:8 (one cement,four Msand and eight aggregate) using 40mm hard broken stone for foundation and leveling coarse including cost of all materials, mixing,placing, ramming, curing, finishing etc., complete and as directed by Town Panchayat Officers. -PCC Laying (beyond 1.5 m and upto 4.5 m from GL) | 7.35 | sqm | 39,454.8 ₹39,454.8 Lowest | 39,690 ₹39,690 |
| 6.00 | Providing and laying in position Standardised Concrete Mix M-30 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 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Msand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - Beyond 1.50 m & upto 4.50 m below GLThe Coarse and Fine aggregates to be used should comply with the requiremnents of ISI standards. using Msand for the following members excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges but including the cost of all materials, mixing, placing inposition, lifting, vibrating, finishing & curing, etc. complete.and as directed by Town Panchayat Officers. - Beyond 1.50 m & upto 4.50 m below GL | 18 | sqm | 1,62,432 ₹1,62,432 Lowest | 1,62,900 ₹1,62,900 |
| 7.00 | Upto 1.50 m Below GL | 5 | sqm | 42,960 ₹42,960 Lowest | 43,000 ₹43,000 |
| 8.00 | Upto 4.50 m above GL from GL | 12 | Kg | 1,08,288 ₹1,08,288 Lowest | 1,08,600 ₹1,08,600 |
| 9.00 | Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Town Panchayat. officers. shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by Town Panchayat Officers. - For 0.00 to 3.30 M (Plane Surface) | 9 | sqm | 9,207 ₹9,207 Lowest | 9,450 ₹9,450 |
| 10.00 | For 0.00 to 3.30 M (Curved Surface) | 148.5 | sqm | 2,27,799 ₹2,27,799 Lowest | 2,30,175 ₹2,30,175 |
Tender Value
₹35 L
EMD Value
₹35,000
Closing Date
10 Jul 2025, 3:00 pmClosed
Executive Officer Pattiveeranpatti Town Panchayat
Executive Officer Pattiveeranpatti Town Panchayat
CONSTRUCTION OF 1 LAKH LITTER SUMP WITH PIPELINE THENDRAL NAGAR PARK NEAR IN PATTIVEERANPATTI TOWN PANCHAYAT, DINDIGUL DISTRICT
2025_DTP_575862_1
140/2025
Open Tender
Civil Works - Buildings
Works
180 days
Executive Officer Pattiveeranpatti Town Panchayat
Class II and Above
3 documents required · 3 mandatory
₹17,325
Yes
₹35,000
14 Oct 2025
30 Jun 2025
10 Jul 2025
30 Jun 2025
10 Jul 2025
30 Jun 2025
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum black cotton, hard red earth, shales, murrams, ordinary gravel stoney earth mixed with 50% fair sized boulders etc., with an initial lead of 10m and lift of 2m. and as directed by Town Panchayat Officers. - For Foundation - First depth of 0 to 2 m- FOR HSC, HRE
FOR Pipe Line
Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, Soft Rock or Kankar not requiring blasting as directed by Engineer Incharge. First depth of 0 to 2 m- FOR SDR
Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification as directed by Engineer in Charge with standard specification including watering ramming and consolidation etc., complete and as directed by Town Panchayat Officers.
P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Ordinary Portland cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge.. 1:4:8 (one cement,four Msand and eight aggregate) using 40mm hard broken stone for foundation and leveling coarse including cost of all materials, mixing,placing, ramming, curing, finishing etc., complete and as directed by Town Panchayat Officers. -PCC Laying (beyond 1.5 m and upto 4.5 m from GL)
Providing and laying in position Standardised Concrete Mix M-30 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 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Msand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - Beyond 1.50 m & upto 4.50 m below GLThe Coarse and Fine aggregates to be used should comply with the requiremnents of ISI standards. using Msand for the following members excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges but including the cost of all materials, mixing, placing inposition, lifting, vibrating, finishing & curing, etc. complete.and as directed by Town Panchayat Officers. - Beyond 1.50 m & upto 4.50 m below GL
Upto 1.50 m Below GL
Upto 4.50 m above GL from GL
Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Town Panchayat. officers. shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by Town Panchayat Officers. - For 0.00 to 3.30 M (Plane Surface)
For 0.00 to 3.30 M (Curved Surface)
FOR CIRCULAR COLUMN - For 0.00 to 3.30 M (FOR ROUND COLUMN)
For 3.30 to 4.30 M (FOR ROUND COLUMN)
For 3.30 to 4.30 M (Plane Surface)
For 3.30 to 4.30 M (Curved Surface)
Supply, delivery fabrication and placing in position of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by Town Panchayat Officers. position of RTS rods for reinforcement including cost of steel and binding wire, labour charges etc., complete for RCC works and as directed by Town Panchayat Officers. RCC Work Upto 16 mm dia
Providing and fixing of Cut stone fully dressed to size on all faces dressed) set in CM 1:3 of size 0.45 X 0.45 X 0.15M at site including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.(TWAD SOR 2024-2025 Pg No - 305) Inside Sump
Providing RCC Ventilator of size 150mm Dia as directed by Town Panchayat. officers. Providing and laying in position Standardised Concrete Mix 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 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of M sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Town Panchayat. officers. Supply, delivery fabrication and placing in position of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by Town Panchayat Officers. concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and etc., complete and as directed by Town Panchayat officers.
Supply and fixing of CI manhole cover of size 0.60 x 0.60 m with locking arrangements including the cost of RI sheet and fixing at the edges etc. complete and as directed by Town Panchayat. officers. (heavy type) frame with cover of following size including cost of all materials, fixing of MS clamps,Bolt and nuts etc.,complete and as directed by Town Panchayat Officers. Size 0.60m x0.60m
Apply two coats of approved cement paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc. cost of cement paint cost of all materials, labour charges, etc., complete and as directed by TWAD BOARD Officers.
Supplying and fixing in position of RCC in side access lader of following size using 20mm size HBS jelly including cost of all materials,centring, shuttering,strutting,centring, shuttering,strutting,fabrication and placing in position of reinforcement, finishing, curing etc., complete and as directed by Town Panchayat complete and as directed by Town Panchayat Officers. - 4.16 M HT in side access ladder of following size using 20mm size HBS jelly including cost of all materials, centring, shuttering,strutting, fabrication and placing in position of reinforcement, finishing, curing etc., complete and as directed by Town Panchayat Officers. For the sump
Refilling the trenches with suitable excavated earth available in layers of 150 mm thick, watering, ramming & consolidation complete as directed by the Engineer in charge Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directedby Town Panchayat Officers.
Supply and delivery of G.I & PVC Specials and Submercible Motor with Panelboard. Including All Charges and Materials Etc.SOR TWDB Pg.No :154 -OpenWell Submercible Motor 7.5Hp
Panel Board
110 mm PVC Pipe 6kg/cm2
110 mm PVC L-Bow
110 mm PVC Bend
110 mm PVC T
100 mm GI Pipe Inlet
100 mm GI Pipe Outlet
100 mm GI L-Bow
100 mm GI Bend
100 mm GI T
100 mm GI Pipe Road Cross
100 mm GI Gate Valve
10sq mm Cable
Labour Charges for the erection of Submersible pupmset in borewell/openwell Including fixing jointing.as per IE rules Etc
CHINNAMUTHU (BID ID -1395054)
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