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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-AOC | ₹3.3 L | 1 | Accepted-AOC Accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical 332713.18 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 328945.17 |
| 4 | Rejected-Technical THIMIRIKOTTAI MECHERI SALEM DT | - | - | Rejected-Technical 330611.32 |
| Sl No | Description | Qty | Unit | K SUBRAMANIYAM L3 | G.Govindharaju L4 | KGR&CO L2 | Sree Sreenivasa Contractorss L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications. SS 20 B | 32 | m3 | 250 ₹8,000 | 249 ₹7,968 | 244 ₹7,808 | 200 ₹6,400 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with Standard Specifications as per TNDSS No. 28 V, VI (S2) V,VI (S5A) VII | 2 | m3 | 6,000 ₹12,000 | 5,510 ₹11,020 | 5,503 ₹11,006 | 5,500 ₹11,000 |
| 3.00 | Brick Work in Cement Mortar 1:5 Mix (one cement, five sand) using new best II Class Bricks of size ( 9” x 4 3/8” x 23/4 “ )from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 10 | m3 | 6,720 ₹67,200 | 6,725 ₹67,250 | 6,720 ₹67,200 | 6,700 ₹67,000 |
| 4.00 | Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29m high for plane surfaces such as RCC Slabs,Rectangular beams,Tee (or) ELL beams,Lintels,bed block,slabs,landing beam,canopy side slab,or boxing (or)vertical slabs,rectangular (or) quare(or)round columnsetc.,as detailed below with all cross bracings using M.S Sheets of size 90cmx60cm and B.G 10 Stiffended with welded M.S.Angles of size25mmx25x3mm for boarding laid over silver oak(or)country wood joist of size 10cmx6.5cm spaced at about 90cm centre to centre and supported by casurina props 10cm to 13 cm dia spaced out 75 cm centre to centre or at suitable intervals etc.,complete complying with std.specification | 15 | m2 | 1,085 ₹16,277.17 | 1,090 ₹16,352.18 | 1,085 ₹16,277.17 | 1,080 ₹16,202.16 |
| 5.00 | Supply and fabrication and placing in position of TMT steel roads to required size and length as directed by the departmental officers including cost of binding wire, cutting, bending and tying with proper position etc., including cost and conveyance of all materials to site and all labour charges etc., complete Complying with Standard Specification as per TNDSS No.97 V,VI (S6) VII (S6) VII-3, | 200 | Kg | 91.86 ₹18,372 | 95 ₹19,000 | 91.5 ₹18,300 | 91.86 ₹18,372 |
| 6.00 | 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 contenet 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 imparing 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 Crushed Stone Sand (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 departmental officers | 2 | m3 | 8,612.63 ₹17,225.26 | 8,615 ₹17,230 | 8,612 ₹17,224 | 8,612.63 ₹17,225.26 |
| 7.00 | Plastering in Cement Mortar 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications as per TNDSS No.56 & 57 | 37 | m2 | 284.88 ₹10,540.56 | 290 ₹10,730 | 284 ₹10,508 | 284.88 ₹10,540.56 |
| 8.00 | Supply and delivery of 150mm OD 6KSC PVC casing pipe (RS) for bore well including cost and conveyance of materials and labour charge for errection of casing pipe etc., Complete as per Standard Specification | 12 | rm | 761 ₹9,132 | 765 ₹9,180 | 761 ₹9,132 | 761 ₹9,132 |
| 9.00 | Supply and delivery of wet type (50 lpm x 75 m head) submersible pumpset with motor and confirming to IS 8034/2002 with ISI marking with D.O.L pannel board as per standard specification. The pump set should be supplied with 5M flat submersible motor etc.,complete. complying with std. specifications.(55635+16000). | 1 | no | 71,635 ₹71,635 | 71,650 ₹71,650 | 71,635 ₹71,635 | 71,635 ₹71,635 |
| 10.00 | Supply and delivery of 4.00sqmm flat type PVC insulated 3core copper cable confirming to IS694/1990 with ISI Marking suitable for submersible pump set etc complete | 100 | rm | 194 ₹19,400 | 200 ₹20,000 | 194 ₹19,400 | 194 ₹19,400 |
Updated dates
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
16 Feb 2026, 3:00 pmClosed
EXECUTIVE OFFICER
PANAMARATHUPATTY TOWN PANCHAYAT OFFICE
CONSTRUCTION OF NEW SEPTIC TANK IN WARD.2 KUTTAKARAI NEAR 15TH FC TOILET AND REFLUSHING OF WARD.2 NEAR PAZANIYAPPAN KADU OLD BORE IN PANAMARATHUPATTY TOWN PANCHAYAT
2026_DTP_651338_1
147-1/2025
Open Tender
Civil Works
60 days
PANAMARATHUPATTY TOWN PANCHAYAT OFFICE
IIND CLASS
2 documents required · 2 mandatory
₹0
₹8,000
28 Mar 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
4 Feb 2026 - 16 Feb 2026
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications. SS 20 B
Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with Standard Specifications as per TNDSS No. 28 V, VI (S2) V,VI (S5A) VII
Brick Work in Cement Mortar 1:5 Mix (one cement, five sand) using new best II Class Bricks of size ( 9” x 4 3/8” x 23/4 “ )from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29m high for plane surfaces such as RCC Slabs,Rectangular beams,Tee (or) ELL beams,Lintels,bed block,slabs,landing beam,canopy side slab,or boxing (or)vertical slabs,rectangular (or) quare(or)round columnsetc.,as detailed below with all cross bracings using M.S Sheets of size 90cmx60cm and B.G 10 Stiffended with welded M.S.Angles of size25mmx25x3mm for boarding laid over silver oak(or)country wood joist of size 10cmx6.5cm spaced at about 90cm centre to centre and supported by casurina props 10cm to 13 cm dia spaced out 75 cm centre to centre or at suitable intervals etc.,complete complying with std.specification
Supply and fabrication and placing in position of TMT steel roads to required size and length as directed by the departmental officers including cost of binding wire, cutting, bending and tying with proper position etc., including cost and conveyance of all materials to site and all labour charges etc., complete Complying with Standard Specification as per TNDSS No.97 V,VI (S6) VII (S6) VII-3,
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 contenet 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 imparing 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 Crushed Stone Sand (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 departmental officers
Plastering in Cement Mortar 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications as per TNDSS No.56 & 57
Supply and delivery of 150mm OD 6KSC PVC casing pipe (RS) for bore well including cost and conveyance of materials and labour charge for errection of casing pipe etc., Complete as per Standard Specification
Supply and delivery of wet type (50 lpm x 75 m head) submersible pumpset with motor and confirming to IS 8034/2002 with ISI marking with D.O.L pannel board as per standard specification. The pump set should be supplied with 5M flat submersible motor etc.,complete. complying with std. specifications.(55635+16000).
Supply and delivery of 4.00sqmm flat type PVC insulated 3core copper cable confirming to IS694/1990 with ISI Marking suitable for submersible pump set etc complete
Rate for flushing of borewell of 6” dia requiring less than 4 hours operation using drill rods/ hose with required size of pipes for various capacity compressor including transportation, labour, and fuel charges for compressors as directed by the TWAD Officer and conducting yield test by ‘V’ notch method if required.
Supplying and fixing in pisition of the following PVC and G.I specials best approved quality conforming to ISS and providing leak proof joint with PVC adhesive etc., complete complying with standard specification.
50 MM UPVC pipe
Borewell cove plate
Borewell Clamp
50mm G.I Elbow
50mm G.I Nipple
50mm Non Return Valve
50mm G.I Union
50mm Bend
50mm PVC fTA
32mmx63mm PVC Reduer
50mm 6ksc pvc pipe
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable withproper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.
Towards labour charges for laying of pipe line with specials to proper slopes and gradients including all cost and conveyance etc.,complete as per standard specification.
Refillng with excavated earth after laying the pipes into the trenches including all labour charges etc., Complete as per Standard Specifications.
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