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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance NO 2 98 TRICHY MAIN ROAD PIDAGAM POST VILLPURAM TALUK 605401 | PIDAGAM | VILLUPURAM | TAMIL NADU | 605401 | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹9.5 L (5.88%)Admitted-Finance | ₹1.7 Cr+₹9.5 L (5.88%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹19.4 L (12.1%)Admitted-Finance 7 145 MALLIKUNDAM PO MECHARI VIA MALLIKUNDAM VIA METTUR TK SALEM DT | ₹1.8 Cr+₹19.4 L (12.1%) | L3 | Admitted-Finance |
| 4 | L4₹1.8 Cr+₹21.4 L (13.3%)Admitted-Finance KULLANDI STREET M PALLIPATTI POST METTUR TALUK SALEM DISTRICT 636 458 | METTUR | SALEM | TAMIL NADU | 636458 | ₹1.8 Cr+₹21.4 L (13.3%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹29.7 L (18.5%)Admitted-Finance D NO 50 41 ALAGAR NAGAR 5TH STREET K PUDUR MADURAI 625007 | MADURAI | MADURAI | TAMIL NADU | 625007 | ₹1.9 Cr+₹29.7 L (18.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | vasanthaconstructions L8 | K DHINAKARAN L1 | C.PERIYASAMY L4 | M.NATARAJAN L5 | ASAITHAMBI.M L7 | MSS CONTRACTORS L2 | Vasantha Kumar.S L9 | C.GOVINDAN L6 | M s Kumaresan and co L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Line works | ||||||||||||
| 1.10 | Check Survey and pit marking of various tower location inlcuding Hire Charges for all scientific instruments / Instruments, labour, lead, lift etc complete. | 6 | Loc | 5,000 ₹30,000 | 1,500 ₹9,000 | 1,000 ₹6,000 Lowest | 1,426 ₹8,556 | 2,000 ₹12,000 | 1,000 ₹6,000 Lowest | 1,700 ₹10,200 | 1,500 ₹9,000 | 2,000 ₹12,000 |
| 2.00 | Clearing the Light jungle in way leave including cost of all labour, lead, lift etc complete. | 1,875 | m2 | 5 ₹9,375 | 0.1 ₹187.5 Lowest | 1 ₹1,875 | 3.7 ₹6,937.5 | 1 ₹1,875 | 0.5 ₹937.5 | 4.4 ₹8,250 | 1 ₹1,875 | 1 ₹1,875 |
| 3.00 | Clearing the Heavy jungle in way leave including all cost of all labour lead lift etc complete. | 625 | m2 | 7 ₹4,375 | 0.1 ₹62.5 Lowest | 1 ₹625 | 4.5 ₹2,812.5 | 1 ₹625 | 0.5 ₹312.5 | 6.2 ₹3,875 | 5 ₹3,125 | 2 ₹1,250 |
| 4.00 | HGS SS.20.B. Earth work excavation for foundation and depositing on bank with initial lead of 10 m & initial lift of 2m 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 as per standard specification. | 1,136 | m³ | 200 ₹2,27,200 | 300 ₹3,40,800 | 100 ₹1,13,600 | 72 ₹81,792 Lowest | 300 ₹3,40,800 | 150 ₹1,70,400 | 120 ₹1,36,320 | 200 ₹2,27,200 | 150 ₹1,70,400 |
| 5.00 | SDR - (Not Requiring Blasting) Earth work excavation for foundation and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting and as per standard specification. | 798 | m³ | 200 ₹1,59,600 | 300 ₹2,39,400 | 100 ₹79,800 | 99 ₹79,002 Lowest | 400 ₹3,19,200 | 200 ₹1,59,600 | 120 ₹95,760 | 250 ₹1,99,500 | 200 ₹1,59,600 |
| 6.00 | MR & DMR - Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in Medium Rock and Dense Medium Rock not requiring blasting as per standard Specification . | 1,595 | m³ | 300 ₹4,78,500 | 300 ₹4,78,500 | 200 ₹3,19,000 | 126 ₹2,00,970 | 450 ₹7,17,750 | 200 ₹3,19,000 | 120 ₹1,91,400 Lowest | 250 ₹3,98,750 | 200 ₹3,19,000 |
| 7.00 | Earth work excavating in Hard rock measured in solid including blasting and stacking as per standard Specification. | 598 | m³ | 500 ₹2,99,000 | 300 ₹1,79,400 | 500 ₹2,99,000 | 450 ₹2,69,100 | 1,000 ₹5,98,000 | 250 ₹1,49,500 Lowest | 800 ₹4,78,400 | 750 ₹4,48,500 | 400 ₹2,39,200 |
| 8.00 | Earth work excavation for foundation in Removing Hard Rock by wedging, chiseling and trimming to proper shape and stacking for measurement, as per standard specification complete. | 200 | m³ | 1,000 ₹2,00,000 | 300 ₹60,000 | 500 ₹1,00,000 | 720 ₹1,44,000 | 2,000 ₹4,00,000 | 50 ₹10,000 | 800 ₹1,60,000 | 1 ₹200 Lowest | 600 ₹1,20,000 |
| 9.00 | Plain cement concrete in CC 1:3:6 mix using 20 mm HB metal for tower foundation concrete without formwork including cost of cement and all materials, labour, curing, lead, lift, etc., complete as per standard specification. | 75 | m³ | 5,000 ₹3,75,000 | 6,500 ₹4,87,500 | 3,700 ₹2,77,500 Lowest | 3,960 ₹2,97,000 | 4,200 ₹3,15,000 | 4,000 ₹3,00,000 | 5,100 ₹3,82,500 | 5,000 ₹3,75,000 | 5,000 ₹3,75,000 |
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
29 Sept 2020, 2:00 pmClosed
The Chief Engineer,TP-II/Trichy
The Chief Engineer,TP-II/Trichy Transmission Projects II/Mannarpuram, Trichy.
Erection of 230 KV MC towers from Location 21 to 26 (Reach I) for linking the sanctioned Edayarpalayam 400 KV SS with Proposed Kalivelampatty 230 KV SS and making LILO of 110 KV Arasur - Kaniyur feeder for the proposed Kalivelampatty 230 KV SS.
2020_EB_177736_1
CE/TP II/TRY/C-06/20-21
Open Tender
Civil Works
Works
150 days
Kalivelampatty
As per tender specification
4 documents required · 4 mandatory
₹0
₹2.1 L
Yes
3 Dec 2020
29 Aug 2020
30 Sept 2020
29 Aug 2020
29 Sept 2020
29 Aug 2020
Amount
Line works
Check Survey and pit marking of various tower location inlcuding Hire Charges for all scientific instruments / Instruments, labour, lead, lift etc complete.
Clearing the Light jungle in way leave including cost of all labour, lead, lift etc complete.
Clearing the Heavy jungle in way leave including all cost of all labour lead lift etc complete.
HGS SS.20.B. Earth work excavation for foundation and depositing on bank with initial lead of 10 m & initial lift of 2m 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 as per standard specification.
SDR - (Not Requiring Blasting) Earth work excavation for foundation and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting and as per standard specification.
MR & DMR - Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2 m in Medium Rock and Dense Medium Rock not requiring blasting as per standard Specification .
Earth work excavating in Hard rock measured in solid including blasting and stacking as per standard Specification.
Earth work excavation for foundation in Removing Hard Rock by wedging, chiseling and trimming to proper shape and stacking for measurement, as per standard specification complete.
Plain cement concrete in CC 1:3:6 mix using 20 mm HB metal for tower foundation concrete without formwork including cost of cement and all materials, labour, curing, lead, lift, etc., complete as per standard specification.
Reinforced cement concrete in C.C. 1:1 1/2:3 mix using 20 mm HBG machine crushed metal for tower foundation footing concrete with steel formwork including cost of all materials, labour, curing, all leads & lifts, vibrating charges as per Standard Specification ( But excluding cost of steel reinforcement)
Reinforced cement concrete in C.C. 1:1 1/2:3 mix using 20 mm HBG machine crushed metal for Chimney concrete with steel formwork including cost of all materials, labour, curing, all leads & lifts, vibrating charges as per Standard Specification ( But excluding cost of steel reinforcement )
Reinforced cement concrete in C.C. 1:1 1/2:3 mix using 20 mm HBG machine crushed metal for Retaining Wall concrete without form work including cost of all materials, labour, curing, all leads & lifts, vibrating charges as per Standard Specification ( But excluding cost of steel reinforcement)
Plain cement concrete in CC 1:2:4 mix using 20 mm HB metal for Retaining Wall concrete with steel formwork including cost of cement and all materials, labour, curing, lead, lift, Vibration charges etc., complete as per standard specification.
Providing steel reinforcement Mild Steel / TMT rods (minimum Fe450 Grade) for all RCC works, including cost of steel MS/RTS rods, binding wire, labour charges for cutting, straightening bending as per type design drawing, placing aligning, and tying properly with all leads and lift as per standard specification, etc., complete
Labour charges of setting of stub and cleat of (using template / modern technique) MD Tower (230 KV ) with correct level and alignment and hire charges of template, with all labour, lead, lift, etc., as per Standard specification complete.
Labour charges of setting of stub and cleat of (using template / modern technique) MC Tower (230 KV ) with correct level and alignment and hire charges of template, with all labour, lead, lift, etc., as per Standard specification complete.
Supplying and fixing of pipe type earthing including necessary excavation for fixing of 3 M long 40 mm dia GI ‘B’ class pipe and refilling with excavated earth mixed with salt and charcoal and connect the GI earth strips with the legs of the stub including cost of pipe refilling charges, fixing charges transport lead, lift, labour, etc., as per standard specification complete.
Erection of tower parts and bolt and nut, tightening, punching of bolt and nuts if necessary for final checking and rectification of defects in tower parts if any including cost of all T & P's, Hire Charges for Crane, all labour, lead, lift, etc complete as per standard specification complete.
Tack welding of bolts and Nuts in the newly erected towers up to bottom cross arm level including of three tack weld for each bolts & Nuts hire charges of welding machine cost of welding rods, transporting charges and painting with cold galvanizing paint and tightening of bolts wherever necessary including cost of all materials, labour, lead, lift, transporting, hire charges etc., as per standard specification complete.
Painting the tower leg with Anti corrosive black paint up to the height of 1 m from coping level including cost of all materials, labour, curing, all leads & lifts etc., as per standard Specification complete.
Plastering with CM 1:3, 12mm thick including cost of all materials, lead, lift, curing etc as per standard specification complete.
Supplying and filling of Gravel brought from outside and well consolidated in each layer of not more than 15 cm thickness consolidated complying with standard specification including cost of filling, transporting charges, Consolidation etc. as per Instruction of TANTRANSCO's Engineer incharge complete.
Providing anchor rod / Grip rod of 20mm dia RTS (Not less than Fe 450 Grade) to a length of 2m by drilling 32mm dia hole to a depth of 1.00 metre into hard rock and grouting with Bonding materials as directed by the TANTRANSCO Engineer at site including cost of all materials, labour, lead, lift , curing , etc., complete.
Supplying, laying and fixing of 75mm dia. PVC pipe 4 Kg/cm2 to proper alignment & slope for weep hole of retaining wall including cost of pipe lead, lift labour as per standard specification etc., complete
Refilling the tower location using excavated earth other than sand consolidation in 150mm layers well watered, consolidation etc. including cost of all labour, lead, lift etc as per instruction of TANTRANSCO Engineer at site complete.
Disposal of Excess surplus earth away in low lying area with a lead of 2km distance including cost of spreading chrages ,levelling charges and transporting charges all labour, lead, lift etc., as per instruction of TANTRANSCO Engineer at site complete.
SGST & CGST (If applicable quote the value, if not enter '0')
IGST (If applicable quote the value, if not enter '0')
MSS CONTRACTORS
M s Kumaresan and co
C.PERIYASAMY
M.NATARAJAN
C.GOVINDAN
ASAITHAMBI.M
vasanthaconstructions
Vasantha Kumar.S
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